List of Papers and Authors in LSCE books 1995-2017

1. CONTENTS – LSCE 1995 – Warsaw 25-29.09.1995

VOLUME I

PART I   ARCHITECTURAL AND STRUCTURAL CONCEPTS

ARCHITECTURAL CONCEPTS

1. Organic Design for Modular and High Rise Dwelling Structures, M.Balz; Germany
2. Structural Performance of the Saddledome during it First Ten Year of Service, J.Bobrowski; UK
3. Reciprocal Frame Past, Present and Future, J.C.Chilton, B.S.Choo, O.Popovic; UK
4. 50 Years of Shells, W.H.Isler; Switzerland
5. Lightweight Structures - Their Development and Impact Upon Modern Engineering, Z.S.Makowski, UK
6. Recent Aluminium Space Structures in Colombia, C.Marsh; Canada
7. Hagia Sophia: The lightweight Dome of The Early Medival Age, I.Mungan, M.Türkmen, A.Yüksel; Turkey
8. Philosophy of Lightweight Structures, J.B.Obrębski; PL
9. Large Spans, Architectural Expectations vs. Structural Logic, A.Z.Pawłowski, P.Trębacz; PL
10. Proposals of Shaping Multi Layer Space Structures, J.Rębielak; PL
11. Applications of Macro Space frame Systems to Housing, P.D.Reissig; Argentina
12. The Study of the Dome For the Prague ZOO, M.Vasek; Czech Republic
13. Design and Construction of Lightweight Manufacturing Facilities i High Seismic Zones, P.A.Wrona; USA

STRUCTURAL CONCEPTS

14. "Reciprocal Frame" 3 Dimensional Grillage Structure, J.C.Chilton, B.S.Choo, O.Popovic; UK
15. A Visionary Design Of a Spot Stadium Roofing, J.F.Mączyński; PL
16. Versions of Easy Buildings and Fencing Constructions, S.I.Mihailec, V.V.Kulyabko, A.A.Dubihvost, I.I.Davidov; Ukraine
17. Tree Structures, F.Montero; Mexico
18. Constructive Peculiarities and Peculiarities of Erection Drawing of Membrane Covering of the Hangar With the Span of 108 m, I.L.Roujanski; Russia
19. New Concepts of Thin Walled Gypsum Constructions, A.Walasek; PL

PART II   ANALYSIS

SHAPE AND FORM STUDY

20. Application of Generalized Inverse Matrix to Shape Analysis ofStructures, Y.Hangai; Japan
21. Application of Finite Element Method for Calculation of Folding Pneumatic Construction, E.N.Kvascha, E.A.Pogasij; Ukraine
22. Restition Functions, H.Nooshin, P.Disney, S.Yamada; UK
23. The Forming and Static Analysis of Cross Vault as the Double Layer Lattice,H.Stankowska, A.Kopcewicz; PL
24. A shape Generation Model of Free Form Shells, I.Vizotto, F.Iguti, V.F.Arcaro; Brasil
25. Geometrical Construction for Spherical Netty Structure with Arbitrary Form, He Xianlian, Lü Ming; P.R.China
26. Shaping of Structures for Least Weight, W.Zalewski, S.Kuś; PL

OPTIMIZATION

27. Minimum Weight Design of Schwedler Shells, J.Bauer, J.Zawidzka, J.Sumec;PL/Slovak R.
28. Optimization a Basis For Lightweight Structural Design, W.Gutkowski; PL
29. Multicriterion Optimization of Space Trusses With Stiffness Variation, S.Jendo, W.M.Paczkowski; PL
30. Optimal Choice of Supporting Conditions for Industrial Steel Hall Roofed by a Double Layer Space Grid , J.A. Karczewski, W.Paczkowski, C.Sambelas; PL
31. Multicriterion Optimization of Thin Walled Cylindrical Sandwich Shells, M.Ostwald; PL
32. Optimal Design of Cylindrical Shell, Which AreContacting With Aggressive Medium, FromUtility Standpoint, Yu.M.Pochtman, M.M.Fridman; Ukraine
33. Optimum Design of Structures with Reference to Space Structures, Eysa Salajegheh; I.R.Iran
34. Optimization of the Tanks Constructive Forms, V.N.Shimanovsky, A.V.Shimanovsky; Ukraine
35. Design and Optimisation of Lightweight Steel Sandwich Panels, A.J.Stevens, C.M.Davies, A.F.Turner; UK
36. Stability, Durability and the Optimal Design of Ribber Plates Subjected to Corrosion Wear, D.G.Zelentsow, Yu.M.Pochtman; Ukraine

STRUCTURAL STABILITY

37. The Limit Load Bearing Capacity of Copmposite Rods From The Condition of the Material Stability Loss, Z.Kowal; PL
38. Stability of the Steel Imperfect Space Trusses Under Multiparameter Loads –U.Radoń, M.Witkowski; PL
39. Critical States of Imperfect Sensitive Structures, T.Sokół, M.Witkowski; PL
40. Large Rotation and Large Displacement Analysis of Space Frames, Wang Pao Hsii, Huang Shi Lin, Wang Yun che; Taiwan, Republic of China

STRUCTURAL DYNAMICS

41. An Influence of Design Parameters in Dynamic Characteristics of Truss for Solar Battery Panels of Skylab, V.I.Andrejev, V.I.Prokopiev; Russia
42. Dynamic Effects  the enemy No 1 for Lightweight Structures, O.Fisher; Czech R.
43. Dynamics of easy suspension and cable systems, M.I.Kazanevich, V.V.Kuliadko, A.A.Dubichvost, D.V.Golub, V.P.Chaban; Ukraine
44. On Identification of Frames from Dynamic Responses, S.A.Łukasiewicz, K.Palka; Canada

SHELLS

45. On the Asymptotic Analysis of Thin Shell's Steadiness with the Regard of Perturbations, A.Yu.Evkin; Ukraine
46. Design Method of Reticulated Shells Based on an Equivalent Continuum Approximation, S.Kato, I.Mutoh; Japan
47. Fracture Stability of Reinforced Concrete Shells, I.E.Mileikovski, V.I.Kolchunov, L.A.Panchenko; Russia
48. Global and Local Analysis of a PressureVessel i the Elastic Plastic Rage, W.Przybyło, J.Krok, P.Gotkowski, P.Sędek; PL
49. Computational Analysis of Composite Shells, F.G.Rammerstorfer, M.A.Stiftinger, I.C.Skrna Jakl; Austria
50. Nonlinear Limit Analysis of R.C. Ribbed Shallow Shells with Different Forms of Surface under Concentrated Loading, V.V.Shugaev; Russia
51. Lightweight Steel Reinforced Concrete Composite Roof Structures, V.V.Shugaev, R.Aprailov; Russia
52. Symmetry and Symmetry Breaking in Analysis of Shell Structures H.Walukiewicz; PL
53. A Continuum Modelling the Spatial Lattice Structures, M.Woźniak, I.Cielecka, Cz.Woźniak; PL
54. Affine Transformation Membrane Stress Resultant Derivation for a Non Axisymmetric Liquid Field Reservoir in the Form of an Elliptic Cone, A.Zingoni; Zimbabwe
55. Edge Effects at the Junction of Axisymmertically Intersecting Spherical Shells Forming Compound Domes: Closed Form Results, A.Zingoni; Zimbabwe

BEAMS

56. Shearing force distribution in I beams with a longitudinal rib poststability web work, V.Katyusnin; Russia
57. Lines of Extreme Stresses in Beams of Linearly Varying Height, A.Cretu, L.Petho, I.Lazar, N.Lobontiu; Romania
58. Lightweight Girders With Perforated Webs, M.Drdacky, F.Bartos, J.Lesak; Czech R.
59. Research on Reinforced Concrete Deep Beams With Openings, A.Kmita, R.Wróblewski; PL
60. Fatigue Limit State of Slender Steel Webs Subjected to Repeated Loading, M.Skaloud, T.M.Roberts, M.Zörnerova; Czech R.

THIN WALLED STRUCTURES

61. Sectorial Properties of Thin Walled Sections, M.E. El Awadi, A.W. Beshay; Egypt
62. Compact Presentation of Influence Lines for Thin Walled Members,Z.Cywiński, J.Górski; PL
63. About Design of Reinforced Concrete Thin Walled System with the Breaches of Regularity, R.I. Kholmuradov; Uzbekistan
64. Postbuckling and Collapse Behaviour of Thin Walled Beam Columns, M.Kotełko, Z.Kołakowski; PL
65. Some Effects Arising from Impact Loading of Thin Walled Structures, N.W.Murray; Australia
66. Some Torsion Problems in Thin Walled and Composite Bars Mechanics, J.B.Obrębski; PL
67. Cross Section Analysis of Thin Walled Structures by Computer, J.P.Papangelis, G.J.Hancock; Australia
68. Generalized Theory of Thin Walled Beams, J.Sejnoha, M.Jirasek; Czech R.

ANALYSIS OF THE HIGH RISE BUILDING ELEMENTS

69. Post yeld and Inadaptation Analysis for Elastic Plastic Structures, H.M.Bondok, M.Janas, A.Siemaszko; Egipt/PL
70. Safety Analyses of High Rise Buildings to Multihazard Risks, U.Hanskötter, W.B.Krätzig; Germany
71. Stressed Skin Paels of Mixed Construction for Large Span Buildings, I.R.Kliger; Sweden
72. System of Programs for Dynamic Analysis of Shear Wall Tall Buildings. J.Wdowicki, E.Wdowicka, T.Błaszczyński; PL

LOADINGS

73. The Dependence Between Load Distribution and Mode of Failure in Plates, J.Białkiewicz, H.Kuna Ciskał, P.Mika; PL
74. Wind Induced Vibration for Flexible Structures, M.T.Bourdeix Ribereau, P.Hemon, S.Santi; France
75. Truss Moment Frames for Ductile Behavior, C.Goel; USA
76. Built up Roofs - Wind Uplift Resistance, G.Johanson; Sweden
77. Load Models for Highway Bridges, A.S.Nowak; USA
78. Fatigue Load Spectra for Steel Girder Bridges, A.S.Nowak, J.A.Laman; USA
79. Estimation of Probabilities of Failure of Ligt Weight Roof Structures Subjected to Snow Load , J.Pawlikowski; PL

COMPOSITE STRUCTURES

80. Homogenization Procedure and Pade Approximations in the Theory of Periodically Nonhomogeneous Media, I.V.Andrianow, G.A.Starushenko; Ukraine
81. Thermal Load in Sandwich Plates in Different Exploatational Conditions, I.K. El Beshtawy, P.A.Wrzecioniarz; Egypt/PL
82. Buckling of Fibre Composite Viscoelastic Band with Moderate Thickness, J.Gołaś; PL
83. The Principles Applied in Using the Sandwich Technique in Building Structures, V.Kupilik; Czech Rep.
84. Stress Analysis of Laminated Sandwich Beams Subjected to Static and Impact Loads, T.Sava, T.Hagivara, H.Okuno; Japan
85. Reliability Based Design of Composite Cylinders and Plates, J.Sejnoha, P.Prochazka, A.Feraidon, Czech Rep.

COMPUTER AIDED DESIGN

86. State of the Art Manufacturing Forms Using CAD/CAM Systems, W.Adamski; PL
87. Design of Damping Structures in Civil Enngineering Using FEM, J.Freundlich, J.Osiński; PL
88. The New Method of the Structure Calculation Within According to the Limit Equilibrium Theory, R.A.Kayumov; Russia
89. The Application of the Boundary Element Method for Analysis of Stress Strain State of a Plates and Shallow Shells of Arbitrary Shape, T.V.Kramin, M.V.Kramin, U.P.Artuhin; Russia
90. The Fuzzy Linguistic Variables Defining a State of Members, J.Niczyj; PL
91. Computer Design of Lightweight Space Frames for Aerospace Facilities, J.A. O'Kon; USA
92. Solving Linear Equation Systems Using Parallel Processing, J.C.Pais, R.M.Delgado; Portugal
93. Computational Advantage Using Generalized Inverse to Problem With Singularity, T.Tanami; Japan
94. 3D Computer Modellig Techniques as a Tool for Students of Architecture in the Conceptual Design of Lightweight Structures, S.K.Wrona; PL
95. On the Computation of Stiffness Matrices for C2 Symmetric Plane Frame Finite Elements – A.Zingoni, Zimbabwe

PART III   DESIGN AND CONSTRUCTION

WOOD STRUCTURES

96. Nonlinear In Plane Analysis and Lateral Buckling Predictions of Semi Continuous Timber Frameworks, M.A.Giżejowski; PL
97. Polyhedra for Building Structures: why and how?, P.Huybers; Netherlands
98. Roundwood Poles in Spatial Structural Arrangements, P.Huybers; Netherlands
99. The First and Second Order Models of Green and Cauchy Applied to the Wood, N.T.Mascia, C.Vicente; Brasil
100. Investigations of the Ribbed Skin Panels With Harboard Layers, Z.Mielczarek, M.Lange; PL
101. Wood as a Construction Material in Building Systems, P.J.Pelicane; USA

HYPAR STRUCTURES AND CORRUGATED SEETS

102. Hypar Space Trusses Formed by Means of Post Tensioning, G.Dehdashti, L.C.Schmidt; Australia
103. Corrugated Hypar Structures, V.Gioncu, D.Petcu; Romania
104. Corrugated Deformed Steel Sheets as Material for Shells, A.Reichhart; PL
105. Reliability of Corrugated Sheets With Respect to the Shakedown, P. Śniady, R.Sieniawska, S.Żukowski; PL

TENSION STRUCTURES

106. Serge Ferrari Precontraint Fluotop Fabrics for Textile Architecture, M.Harenza; PL
107. Numerical Problems of Calculation of Hanging Roofs, P. Kłosowski; PL 
108. Static Anallysis of the Plane Continuous Cable, J.Kytyr, J.Kadlčak; Czech R.
109. Alloys With Shape Memory Effect on the Tent  and Pneubildings, E.Miftahkudinov; Russia

STRUCTURAL DAMAGE

110. Modelling of Fracture Phenomena   Both Ductile Tearing and Cleavage, J.Jackiweicz; PL
111. Damage Detection of Multi Story Buildings Using Ambient Vibration Measurement, T.Hamamoto; Japan
112. Behaviour of Cracked R/C Cooling Tower Shell, T.Hara, S.Kato, H.Nakamura; Japan
113. Structural Design Solutions of TallBuildings Taking Into Account Low Cycle Fatigue, M.Łubinski, J.Sieczkowski; PL
114. Causes of the Cracks of Ktctk Ayasofya Mosque  Sts Sergius and Bacchus  in Istanbul, G.Özsen, F.Aköz, N.Yüzer, M.Özkaramon; Turkey
115. Local Crack Tip Strain Concept for Fatigue Cracks Initiation and Propagation in Polymer, A.Shimamoto, E.Umezaki, F.Nogata; Japan

CONNECTIONS AND OTHER

116. Stress Analysis and Stregth Evaluation of Rectangular T shape Flanged Joints Combining Adhesives with Bolts, T.Sava, T.Kobayashi; Japan
117. Connections of Space Structures and Their Behaviour, M.Vasek, M.Drdacky; Czech Republic
118. Health Risk of Lightweight Structures, V.Kupilik; Czech Republic
119. The Failure of External Walls from Porous Concrete, V.Kupilik; Czech Republic
120. Automatic Extraction of Zero Points Using Photoelastic Fringe Image Processing and Its Application to Design of Structural Members, E.Umezaki, T.Kawakami, A.Shimamoto, H.Watanabe; Japan

VOLUME II

ARCHITECTURAL AND STRUCTURAL CONCEPTS

121. Space Structure - Structure Space, S. du Chateau; France
122. Mostostal Siedlce S.A. - Prefabricated Steel Constructions, G.Meżerycka; PL
123. Lightweight Structures in Architecture: Their Scope and Application, V.Sedlak; Australia
124. A Structural System Suitable for Rational Construction, M.Kawaguchi; Japan
125. The New Generation of Precast Concrete Floor Structure - More Rigid and less weight Composite JZP System, J.Z.Pluta; PL
126. The Lightweight and Ecological Multirib Precast Concrete Composite Floor System JPZ-ECOL - The Laboratory Research of Structure, J.Z.Pluta, M.M.Sulajman, K.Pluta, W.Sobstyl; PL

ANALYSIS

127. Application of Optimization Techniques To the Structural Design - A.Samartin, Spain
128. The Postbuckling Behaviour of the Bar Under Cyclic Axial Loading, S.Dorosz; PL
129. A Priori Estimates of Stability Limits on Nonlinear Load Displacement Paths, H.A.Mang, P.Helnwein; Austria
130. Study on Application of HT 780 High Strength Steel Plate to structural Member of Super High Rise Building (PART 1 Development of High Strength Steel with Heavy Gauge and Welding Process), H.Mochizuki, T.Yamashita, K.Kanaya, T.Fukasawa; Japan
131. Study on Application of HT 780 High Strength Steel Plate to Structural Member of Super High Rise Building (PART 2 Reliability Inspection of the Structure), Y.Hagiwara, A.Kadono, T.Suzuki, T.Fukasawa, Y.Tanuma; Japan
132. Utilization of 3 D CADD in Analysis, Design and Construction of Mobile Service Tower for Atlas Launch Vehicles, N.Bobczyński, M.Wrona, D.Hansen, H. Howell; USA

DESIGN AND CONSTRUCTION

133. On the Optimal Layout of Cutting Patterns for Architectural Textile Structures, L.Gründig, E.Moncrieff; Germany
134. Conceptual Design, Experimental and Theoretical Analysis, Detailing and Performance of Long Span Lightweight Structural Systems, M.Majowiecki; Italy

VOLUME III

135. The thread model. An Experimental Form-Finding Method for Open and Closed Ramification Systems, M.Kolodziejczyk; PL

II. CONTENTS – LSCE 1996

FOREWORD - S.J.Medwadowski

1. Damage Mechanics of Plates, J.Białkiewicz; PL
2. Initial Statical Analysis of the B {T-T} a Space Structure, W.Bober, J.Rębielak; PL
3. On the General Optimum Design Characteristics and on the Strength, Stiffness and Weight Control of the Structural Members, A.P.Dzjuba, P.I.Bulakajev; UA
4. Out-Of-Plane Stability of Semi-Continuous Steel Structures Composed of Thin-Walled Members, M.Giżejowski; PL
5. The Way to Shape, H.Isler; Switzerland
6. Application of Localization Limiters to the Multiscale Damage Model, J.Jackiewicz; PL
7. Mechanical properties of Polymer Composits Structures - Experimental Investigations, B.Jancelewicz; PL
8. Design Sensitivity of the Reinforced Cocrete Shells Using ABAQUS System, M.Kamiński, D.Zaremba; PL
9. Multiple Interaction of Buckling Modes at Compression of Thin-Walled Members, A.Manevich, UA, Z.Kołakowski; PL
10. Selected Problems of Collapse Behaviour Analysis of Thin-Walled Structures, M.Kotełko; PL
11. Certain Aspects of the Experimental Work With the Thread Model Relating to Perception, M.L. Kołodziejczyk; PL
12. Investigation of Applicability of Reissner-Mindlin Finte Elements to the Analysis of Thick Shells, A.B.Kovura, A.P.Kolodiazny, A.A.Komarov, V.B.Shynkarenko; UA
13. Structures With Softening Stiffness Induced by Damage, H.Kuna-Ciskał, P.Mika; PL
14. Identification of Real Bridge Constructions, B.Kuśmirek, H.Stankowska, Z Woźniak; PL
15. Stability of Axially Compressed Plates After Corrosion, D.V.Nagornyi; UA
16. Numerical Analysis of Certain Family of Double-Curvature Space Structures, J.B.Obrębski, PL, A.H.Fahema; Libya
17. Contemporary Experiments in the Lightweight Structures Mechanics, J.B.Obrębski; PL
18. The Simulation of Corrosionous-Mechanical Behaviour of the Tanks and Pipelines Constructions with Polymer Protective Sheeting, I.G.Ovtchinnikov, A.A.Shein, V.S.Mavzovin; Russia
19. Test of the Concrete Key Edges Divergent Shear Joints Tangential Displacement in Tin-Walled Multirib Floor System, J.Z.Pluta; PL
20. Optimal Design of Cylindrical Reservoirs Taking Into Account the Corrosion and Damage of Material of Structure, Yu.M.Pochtman, M.M.Fridman; UA
21. Special Group of Space Structures Shaped on the Basis of the structure B {T-T} a Space Structure, J.Rębielak; PL
22. Proposal of Structural System of a Hig-Rise Building Formed by Means of Chosen Types of Space Structures, J.Rębielak; PL
23. Joints in Polymer Composite Structures, M.Rodzewicz; PL
24. Shaping of Space Structures by Means of Shortening of Cable-Type bottom Chord, R.Tarczewski; PL
25. Graphic Preprocessor of System for Static Analysis of Multistorey Buildings, J.Wdowicki, E. Wdowicka, J.Lekan; PL
26. New Algorithms of Calculation and Optimal Design of Thin-Walled Constructions With Nonstationary Geometrical Parameters, D.G.Zelentsov; UA

III. CONTENTS – LSCE 1997

1. On reduction of computation expenditure in optimum design problems for nonsymmetric loaded plates and revolving shells, A.P.Dzjuba, P.I.Bulakajev; UA
2. Simpliied programme of comparative tests on mechanical properties of unidirectionally reinforced polymer composites, B.Jancelewicz; PL
3. Certain aspects of the use of the thread model in the search for self-forming process, M.L. Kołodziejczyk; PL
4. Simulation of damage course by means of continuum damage mechanics, P.Mika; PL
5. Introduction to mechanics and application of contemporary structural materials, J.B.Obrębski; PL
6. The application of the improved methods of Lyapunov to the analysis of the tanks and pipelines constructions with corrosion damages of distributed character, I.G.Ovtchinnikov, A.A.Shein, V.S.Mavzovin; Russia
7. Space trusses as two-way deployable folded structures - principles of geometrical shaping, M.Piekarski; PL
8. Example of creation of space structure as the construction system for a tall building by means of formian, J.Rębielak; PL
9. Space structures built by means of special types of octahedral bar modules, J.Rębielak; PL
10. Optimal design of pivot systems with nonstationary geometrical parameters in view of change of the form of cross-section, D.G.Zelentsov, Yu.M.Pochtman; UA
11. Distribution of forces in different types of double-layer space structure of double-layer space structure, W.Bober; PL

IV. CONTENTS – LSCE 1998

1. GENERAL LECTURES

1. V.I.Bolshakov (Ukraine): Microstructure HSLA steels after controlled rolling with direct quenching
2. Z.Cywiński (Poland): The torsional buckling paradox of light weight members: origin and development
3. T.Hyde, S.Leen (UK): Prediction of elastic plastic generalized force displacement responses of tubular joints for three different loading modes
4. S.Jendo, W.M.Paczkowski (Poland): Multicriteria discrete optimization of hall structure using decomposed ortho diagonal method
5. Yu.M.Pochtman (Ukraine): Optimization models and algorithms of calculation of strength for reinforced concrete members
6. G.Solari (Italy): The wind excited behaviour of steel poles and light towers
7. W.Zabłocki (Poland): Shaping lightweight structures

2. STRUCTURAL CONCEPTS AND ARCHITECTURE

8. O.Baverel, M.Saidani (UK): The milti reciprocal grid system: a self generated structure
9. M.Boryczko, M.Piekarczyk (Poland): On the connections in the cold rolled Zed purlins of the metsec sleeved system
10. A.Catarig, L.Kopenetz, P.Alexa (Romania): Retractable cable membrane structures
11. P.Huybers (Netherlands): The chirality of polyhedra
12. S.Kobielak, A.Klimek, K.Kozłowski (Poland): Roof structural systems of stadiums
13. J.B.Obrębski (Poland): Lightweight structures of the Olympic City - Sydney 2000
14. A.Pawłowski, P.P.Trębacz (Poland): The relationship between structure, achitectural form and user's expectations on the basis of large span sports architecture
15. J.Rębielak (Poland): Structural proposals for long span roofs and high rise buildings
16. P.Stobiecki (Poland): Shaping light roofing with the use of primarily tensioned arch girders
17. B.B.Wang (China): Simplex in tensegrity systems

3. ANALYTICAL METHODS

18. V.A.Baranenko, V.Babitch (Ukraine): Application of high durable steel in lightweight roof trusses
19. V.Krasovsky, G.Morozov (Ukraine): Stresses in a wall of shell vertical cylindrical tanks under foundation subsidence
20. K.H.Laermann (Germany): Evaluation of measured data in nondestructive testing of structures
21. S.A.Łukasiewicz, M.Epstein, R.Babaei (Canada): Analysis of delamination in multilayered plates and shells
22. S.Oya, Y.Hangai (Japan): Buckling behaviours of free form single layer lattice shells
23. D. Pawlus (Poland): The beaviour of ring shaped viscoelastic plate
24. V.A.Polyakov (Ukraine): Analysis and design of lightweight structures, subjected to dynamic loads
25. R.S.Sanjarovski, T.T.Masubaev (Russia): Calculation of reinforced concrete envelopes and plates with cracks
26. A.Zingoni (Zimbabwe): Parametric Study of Stresses in Hyperbolic cooling towers
27. E.M.Zveriaev (Russia): Qualitative method for the evaluation of stresses in thin shells

4. NUMERICAL METHODS

28. W.Adamski (Poland): Application of CADDS5 system in numerical modeling of objects
29. J.Białkiewicz (Poland): Microdefects evolution in two dimensional structures by means of tensorial damage mechanics
30. W.Bober (Poland): Rigidity of 2SxR 2/4 B{0-0} a double layer space structure of a very compound inner structure
31. J.Freundlich, J.Jachimowicz, J.Osiński (Poland): Modelling of shell construction using FEM
32. S.Golikova (Ukraine): Numerically analytical solution of a contact problem for an elastic layer
33. Z. Hortobagyi (Hungary): Analysis of the critical state the double layer space grids
34. J.Jachimowicz, J.Osiński (Poland): Evaluation of stiffness of constructions taking into consideration contact problems
35. M.Kamiński (Poland): Probabilistic reliability analysis of lightweight structures
36. W.B.Krätzig, S.Y.Noh (Germany): Durability design of large cooling tower shells
37. V.Kulyabko, I.I.Davydov (Ukraine): Problems of increased flexibility and dynamic response of light constructions
38. T.Matsumura, E. Tachibana (Japan): Numerical analysis of cable reinforced membrane structures with using bendable finite element method
39. P.Mika (Poland): Evolution of micro  and macro defects in sandwich plate
40. J.B.Obrębski (Poland): Evaluation of the efficiency of some own programs organization for numerical analysis and synthesis of wide class space bar roofing systems
41. A.Paskalov (Macedonia): Chimney analysis using thick shell finite element
42. A.Poceski (R.Macedonia): Analysis of shells by three dimensional element based on the differential equations
43. M.V.Soare, G. Mandrescu (Romania): Space structures on triple layer grids parametrical study of stress and deformation distribution
44. R.Tarczewski (Poland): Analysis of chosen type of cable suspended space structure
45. V.M.Tripa, A.Cretu, M.S.Tripa, M.Hilbrandt, J.Guillot (Romania/France): On the calculus of the axisymmetrical plates with circumferential vertical load and an intermediate edge using the transfer matrix method 

5. EXPERIMENTAL METHODS

46. V.I.Bolshakov, M.M.Zherbin (Ukraine): The investigation of efficiency of using strengthened and hardened steels in steel carcasses of buildings with additional floors
47. A.Cretu, M.Hardau, L.Miron, I.Lazar, M.Dedescu (Romania): Stress concentration in wedge and groove joints
48. A.Kmita, R.Wróblewski (Poland): Numerical and experimental analysis of high performance concrete shells used in pipes
49. Z.Mielczarek, K.Wąsowicz (Poland): Experimental investigation of the space truss made from round timber
50. A.Paskalov, D.Petrovski (Macedonia): Dynamic analysis of packs NPP stack structure and comparison with experimental results

6. THIN WALLED BARS AND STRUCTURES

51. Z.Cywiński, J.Górski (Poland): Dual interpretation of formulas for thin walled members
52. V.I.Kolchunov, L.A.Panchenko, N.V.Klyueva (Russia): Analysis of thin walled reinforced concrete shell structures
53. Z.Kołakowski, M.Kotełko (Poland): Lower and apper bound estimation of thin walled composite beams
54. J.B.Obrębski (Poland): Numerical examples of the composite bar structures mechanical behaviour
55. J.B.Obrębski R.Szmit (Poland): Analysis of high rise buildings using sets of equilibrium equations of Finite Difference Method

7. OPTYMIZATION

56. R.Kasperska, M.Ostwald (Poland): Multicriterion optimization of rectangular sandwich plates with corrugated core
57. J.B.Obrębski, A.H.Fahema (Poland/ Libya): Examples of the anycriterial space bar domes optimization
58. Yu.M.Pochtman, M.M.Fridman (Ukraine): Optimal design of bending elements of structures in conditions of corrosion and damage of material
59. M.H.Rhuma (Libya): Optimum design of space bar structures with special reference to alternative loads

8. NODES AND CONECTIONS

60. I.Lazar, A.Cretu (Romania): On the stress concentrations in hollow bolts 381
61. P.Mäkeläinen, J.Kesti (Finland): Advanced metod for light weight steel truss jointing 387
62. A.Zingoni (Zimbabwe): The 14FTC U Timbre space frame connector for double layer and triple layer space grids of machined round timber members 392

V. CONTENTS – LSCE 1999

1. Experimental investigations into the behaviour of semi-rigid steel frames, A.M.Barszcz, M.A.Giżejowski; PL
2. Brittle damage course in hemispherical shell, J.Białkiewicz, P.Mika; PL
3. Distribution of forces in double-layer space structure {O-O} after projection onto cylinder surface, W.Bober; PL
4. Vibration of a footing on the elastic half-space with damping systems, I.Gołębiowska, M.Dutkiewicz; PL
5. Examples of glass application as a structural material in space structures, A.Gonczarek, J.Rębielak; PL
6. Application of the analytical hierarchy method to the optimum design of public transport system, J.W.Moryl; PL
7. Comparison of numerical and experimental methods for determination of the correcting coefficient for torsional bar rigidity, J.B.Obrębski, N.Jankowska, Z.Urbaniak; PL
8. Numerical approach by finite differences matrix method to dynamical and dynamical-stability problems of high-rise buildings, J.B.Obrębski, R.Szmit; PL
9. Examples of determination pf the non-conventional geometrical characteristics for composite bars with any cross-section, J.B.Obrębski; PL
10. Optimization of the planestressed perforated plates, exploited in conditions of high temperatures, Yu.M.Pochtman, M.M.Fridman; UA
11. Numerical model of framed polyhedron as a kind of structural system for tall buildings prepared in FORMIAN, J.Rębielak; PL
12. Cable dome shaped on the ground of the {T-T} Double-layer space structure. Example of FORMIAN's application in creation of numerical model of a structure, J.Rębielak; PL
13. A composition of steel and concrete structures for the new lecture building of the Wrocław University of Technology, R.Tarczewski; PL
14. Morphology of the foundation of a hotel object for artistic creation of Yvaral and for architectural forms of Alain Lobel, A.Walasek; PL

VI. CONTENTS – LSCE 2000

1. INFORMATION ABOUT IASS POLISH CHAPTER

Dedication to Professor Walerian Wierzchowski, J.B.Obrębski; PL

1. Quality aspects of software for analysis of shear wall tall buildings Part 1: Analysis of problem domain and quality requirements, B.Begier, J.Wdowicki, E.Wdowicka; PL
2. Damage carrying capacity of brittle structures, J.Białkiewicz, P.Mika; PL
3. Distribution of forces in space of double-layer structure {D-O} design on the circular plane, W.Bober; PL
4. Topology and shape optimization in the minimum compliance problemsfor shell bar structures, S.Czarnecki; PL
5. Inelastic analysis of steel semi-rigid frames based on a continuous stiffness degradation model, M.A.Giżejowski; PL
6. Minimization of vibrations of the cylindrical shell, I.Gołębiowska, M.Dutkiewicz; PL
7. Computer method of analysis of space curved composite beams, T.Krykowski; PL
8. Some Problems of mechanics and strength of frames made of composite bars, J.B.Obrębski; PL
9. Finite Element Method analysis of simple thin-walled frames mechanical behaviour, J.B.Obrębski, N.Jankowska; PL
10. Numerical examples of tall building dynamical behaviour J.B.Obrębski, R.Szmit; PL
11. Shapes of dome structures created by means of pellevation function of programming language FORMIAN, I.Pasek, R.Pasek, J.Rębielak; PL
12. The complex approach by optimization the planestressed plates with holes, exploited in conditions of high temperatures, Yu.M.Pochtman, M.M.Fridman; UA
13. Parallel processing in computation of large structures, W.Przybyło; PL
14. Dynamic analysis of arch dams including hydrodynamic effects, W.Przybyło; PL
15. C++ and FORTRAN procedures for optimum renumbering of nodes of structures W.Przybyło, J.Kalinowski; PL
16. Microcomputer FE analysis of stress and strain maps in concrete bridge subjected to reinforcement corrosion, W.Przybylo, S.Syguła; PL
17. Effect of the geometrical form, size and arrangement of the working element of a surface treatment machine, J.Rajczyk, M.Rajczyk; PL
18. Cable domes shaped by means of concentric spatial hoops, J.Rębielak; PL
19. Structural system of cable dome shaped by means of simple form of spatial hoops J.Rębiela;, PL
20. Optimum design of space bar domes under real set of loading using decomposition method, M.H.Rhuma, J.B.Obrębski; Libya, PL
21. Comparison for some strength properties of primarily tensioned arch girders in light roofing, P.A.Stobiecki; PL
22. Application of modular pneumatic elements for large span space covers R.Tarczewski; PL
23. Model study of the foundation for individual conception of the architect Alain Lobel for the pavilion development of a hotel with application of Structural forms of his system, A.Walasek; PL
24. Quality aspects of software for analysis of shear wall tall buildings Part 2: Software design, implementation, and results, E.Wdowicka, J.Wdowicki, B.Begier; PL
25. Application of the computer methods for architectural and structural designing, W.Wierychowski, M.Rafalska, W.Dąbrowski; PL
26. Use of the analytical formulas of longevity in problems of optimal design of multielement structures under corrosion wear, D.G.Zelentsov, Yu.M.Pochtman; UA
27. Lightweight bars structures solution by Bimomental Experimental Mechanics.Sikoń; PL

VII. CONTENTS – LSCE 2001

I. Information about IASS Polish Chapter
II. Objectives and domain of activity
III. Correspondence
IV. Dedication to Professor Yuriy M. Pochtman - J.B.Obrębski, D.Nagorny, M.M.Fridman
V. FOREWORD - J.B.Obrębski

1. Structural Qualities of quasi-spherical polyhedra, Z.Bieniek; PL
2. Double-layer structure {D-O} with central hole, W.Bober; PL
3. Local instability and postbuckling strength of lightweight aluminium structural components, M.A.Giżejowski, A.M.Barszcz; PL
4. Vibrations of the shell covered with dampers, I.Gołębiowska, M.Dutkiewicz; PL
5. Formfinding of structural system for the ellipsoid of revolution by means of use of the formian formulas, M.Kardysz, K.Sadowski, R.Tarczewski; PL
6. On strength criteria for wood as anisotropic material with different failure mechanisms, L.Małyszko; PL
7. On some approaches to Difference-Matrix Equation Method, J.B.Obrębski; PL
8. The method of form finding of spheroidal grid structures from minimal number of different bar lengths, M.Piekarski; PL
9. Analysis of different models of steel transmission towers of highest tension, W.Przybyło, J.Zdziechowski; PL
10. Graphics in the FEMA system , W.Przybyło, J.Kalinowski; PL
11. General morphology of new types of tension-strut systems, J.Rębielak; PL
12. Simple form of structural system proposed for cable domes, J.Rębielak; PL
13. Proposals of shaping of surface tension-strut girders by means of simple form of tension-strut trusses, J.Rębielak; PL
14. Basic groups of structural systems of cable domes shaped by means of octahedral modules, J.Rębielak; PL
15. Basic groups of structural systems of cable domes shaped by means of tetrahedral modules, J.Rębielak; PL
16. Tension-strut structures built by means of octahedral modules with bar sets of the V-shape, J.Rębielak; PL
17. Concentric bar-cable girders built by means of octahedral modules with separate edge bars, J.Rębielak; PL
18. Proposition of shaping of linear tension-strut girders, J.Rębielak; PL
19. Tension-strut systems built by means of modules with V-shaped bar sets, J.Rębielak; PL
20. Prismatic space frames as the main support structures for high-rise buildings, J.Rębielak; PL
21. Geometry of ring domes, P.A.Stobiecki; PL
22. The new style in structural constructions, A.Walasek; PL

VIII. CONTENTS – LSCE 2002

i. Documentation
ii. FOREWORD – by M. Kawaguchi (Japan)– IASS President
iii. On the International IASS Symposium in Warsaw, 2002 – by J.B. Obrębski (PL)
iv. Preface – by J.B. Obrębski (PL)

OPENING SESSION

1. Z.S. Makowski (UK): Development of jointing systems for modular prefabricated steel space structures
2. S.J. Medwadowski (USA): Alvar Aalto’s Benedictine Library Mount Angel, Oregon
3. M. Kawaguchi, M. Abe (Japan): On some characteristics of pantadome system
 

PART 1 – Structures

CHAPTER 1 – LARGE SPAN ROOFS 59

4. J. Rębielak (Poland): Numerical modelling of lightweight structures
5. M. Burt (Israel): I.P.L. space structures and selected applications
6. B. Gao, Q. Lu, S. Dong (China): Effects of the cable distributions on the dynamic properties of large circular cable-bar structure
7. B. Gao, Q. Lu, S. Dong (China): The geometrical nonlinear stability analyses of cable-truss domes
8. Guan Fu-Ling, Xia Jin-song, Huang-Jiang, Liao Li, Zhang Shu-Jie (China): Thermal analysis for deployable space truss structures
9. J. Monjo, R. Gámez, J.Tejera (Spain): Some problems in the refurbishing of the Zaragoza bullring retractable roof
10. R. Sanchez, M.N. Kazi-Aoual, R. Motro (France): Pre-sizing of tensegrity systems
11. W. Zabłocki (Poland): Mobility in sport architecture

CHAPTER 2 – TALL BUILDINGS 107

12. W. Zalewski, W. Zabłocki (USA/Poland): Engineering inspirations in shaping of tall buildings
13. S. Czarnecki (Poland): Form finding of tulip-like space structures
14. J. Rębielak (Poland): Some structural propositions for high-rise buildings

CHAPTER 3 – TOWERS AND MASTS

15. U. Stottrup-Andersen (Denmark): Analysis and design of masts and towers
16. C van Dyk, GPAG van Zijl (South Africa, Zair, The Netherlands): A large scale solar chimney structure
17. M.E. Giuliani (Italy): The new control tower of the Malaga Airport (Spain)
18. G.A.R. Parke, N. Toy, P. Disney, E. Savory (UK): Numerical simulation of a transmission tower failure due to microburst wind loads
19. J.G.S. da Silva, P.C.G. da S.Velasco, S.A.L. de Andrade, M.I.R. de Oliviera (Brazil): An evaluation of structural steel design system for transmission and telecommunication towers

CHAPTER 4 – TANKS AND RESERVOIRES

20. B.V. Popovsky (Russia): Outlooks of building of oil tanks in new century
21. B.F. Belyaev, Yu.I. Bormot, G.P. Kandakov (Russia): A new tank floating roof of frame and membrane type
22. B.V. Popovsky, V.A. Nadein, V.I. Gurevich (Russia): New project for construction of LNG storage tanks, 120 000 m3
23. J.L. Roujanski (Russia): A 40-m diameter aluminium dome for a tank
 

PART 2 – Structural concepts

CHAPTER 5 – ARCHITECTURE

24. K.B. Obrębski (Poland): Lightweight engineering structures in the space of city, on recent Warsaw examples
25. P. Samyn, E. Bodarwe, T. Vilquin (Belgium): Shaping the structure at Samyn and Partners

CHAPTER 6 – STRUCTURAL CONCEPTS

26. W. Sobek, P. Teuffel (Germany): Adaptive lightweight structures
27. B. Akbas, J. Shen, T. Dinçer (Turkey, USA): Effect of oriented strand board panels on the lateral stiffness of lightweight frames
28. M. Ebara, K. Kawaguchi (Japan): Three dimensional expanded structures
29. H. Kawamura, H. Ohmori (Japan) : Computational morphogenesis of discrete structures with consideration of connection variables
30. A. El-Sheikh (UK): Lightweight Structures based on curved and continuous chord members
31. M. Wu, M. Sasaki, H. Ohmori (Japan): Geometrically nonlinear analysis and experiment on pin joint stayed column

CHAPTER 7 – MORPHOLOGY OF STRUCTURES

32. R. Motro, A. Smaili, O. Foucher (France): Form controlled method for tensegrity formfinding: Snelson and Emmerich examples
33. J. Abramczyk (Poland): Models for shells made up of free twisted sheets
34. Z. Bieniek (Poland): Quasi-spherical polyhedra
35. P. Huybers (The Netherlands): Reciprocal polyhedra
36. J.Z. Mirski (Poland): Topology and geometry of rod pyramid domes

CHAPTER 8 – PRODUCTION AND CONSTRUCTION TECHNIQUES

37. S.N. Abovskaya, E.M. Sergunicheva (Russia): Prefabrication buildings of the closed type for construction at the seismic areas, on weak and permafrost ground
38. S. Ichimura, M.C. Natori (Japan): Mechanical characteristics of polyhedral frame structures for lunar bases
39. J.Z. Pluta, K. Pluta, A. Pluta (Poland): The lightweight large span JPZ skeleton system composed of precast floor planks and high strength concrete capital-columns units
40. A. Walasek (Poland): Gypsum spatial elements of false ceiling

PART 3 – Analysis of structures

CHAPTER 9 – ANALYTICAL METHODS

41. Y.B. Yang, J.D. Yau (Taiwan): Recent development on geometric nonlinear analysis of space frames
42. G.A. Geniev, L. Małyszko (Russia/Poland): Selected strength and plasticity problems of anisotropic structural materials
43. Hamdouni, O. Millet, M.L. Szwabowicz (France/Poland): An asymptotic eulerian approach to non-linear shell theory
44. S.E. Han, D.E. Choe (Korea): Analysis and controlling chaos of the structural behaviour
45. R. Van Impe, J. Belis, P. Buffel, G. Lagae, W. Vanlaere (Belgium): Effect of axial force on torsion of thin-walled steel members by means of stability functions
46. Samartin, M. Lobo, J. Garcia-Palacios (Spain): Application of the homogenization techniques to the determination of the effective flexure constants of plate structural systems
47. M. Sikoń (Poland): Nanomechanics of the Cosserats medium – suggestion to selection of the materials of the lightweight structures
48. G. Starushenko, N. Krulik, S. Tokarzewski (Ukraine/Poland): Bending of a bar on discrete elastic foundation
49. E.M. Zveriaev (Russia): Boundary layer complement to classical problem solutions of beam and plate theory

CHAPTER 10 – NUMERICAL METHODS

50. G.W. Owens, C. Roszykiewicz (UK): The use of electronic technical information to improve the use of lightweight structures in civil engineering: teaching, research, dissemination and practical design
51. S. Dong, XF. Yuan, H. Deng (China): A simplified method for analysis of prestressed space grid structures
52. L. Kollar, T. Farago (Hungary): It is worth while to give torsional stiffness to double-layer space frames?
53. Z.S. Liu, S. Swaddiwudhipong, C.G. Koh (Singapore): Contact-impact dynamic response of shell structures under low velocity impact
54. Y. Luo, S. Dong (China): Nonlinear force method analysis for space truss with internal mechanisms
55. R. Martinez-Marin, A. Samartin Quiroga (Spain): Two-dimensional isostatic meshes in the Finite Element Method
56. O. Millet A. Cimetiere, A. Hamdouni (France): An incremental asymptotic model for elastic plastic plates
57. I. Mutoh, S. Kato (Japan): Comments on initial imperfections for design of reticulated shells
58. H. Ohmori, C. Cui (Japan): Computational morphogenesis by extended ESO method for 3-Dimensional structures
59. D. Pawlus (Poland): Three-layered annular plate under lateral variable loads
60. S.D. Sohn, S.D. Kim, M.M. Kang, S.G. Lee, H.S. Song (Korea): Nonlinear instability analysis of framed space structures with semi-rigid joint
61. J. Zdziechowski, W. Przybyło (Poland): Geometrical variable places in steel towers of highest tension and their elimination
62. A.B. Zolotov, P.A. Akimov (Russia): Semianalytical finite element method for two-dimensional and three-dimensional problems of structural analysis

CHAPTER 11 – OPTIMIZATION

63. E. Ramm, R. Kemmler (Germany): Challenges of structural optimization including stability and large deformations
64. S. Czarnecki, T. Lewiński (Poland): On forming of the stiffest structures
65. R. Kasperska, M. Ostwald (Poland): Multicriteria optimization of sandwich structures aided by expert system
66. W.M. Paczkowski, E. Silicka, A. Silicki (Poland): Polyoptimization of sports hall cylindrical covers
67. Ch.Tran, E. Dembicki (Poland): Optimization of cantilever quay based on fuzzy logic

CHAPTER 12 – THIN-WALLED STRUCTURES

68. J.B. Obrębski (Poland): Thin-walled bars and structures – contemporary problems
69. Z. Kołakowski, M. Kotełko (Poland): On load-carrying capacity and failure mechanisms of multi-layered orthotropic channel section structural members
70. M. Škaloud, M. Zőrnerová (Czech Republic): Aspects influencing the fatigue limit state of thin-walled steel girders “breathing” under repeated loads

CHAPTER 13 – WIND & EARTHQUAKE ENGINEERING

71. J. Györgyi, G. Galaskó (Hungary): Dynamical calculation of tent structures for wind load
72. Y.V. Horokhov, Y.P. Nekrasov, S.V. Turbin, V.N. Vasilev, A.M. Yugov (Ukraine): The monitoring of wind action on towers of wind turbines
73. B. Hübner, E. Walhorn, D. Dinkler (Germany): Simultaneous Solution to the Interaction of wind flow and lightweight membrane structures
74. S. Kato, S. Nakazawa, X. Gao (Japan): Elastic seismic responses and equivalent static seismic forces for large span arches
75. A.J. Persoon, S. Rodenhuis (The Netherlands): Wind tunnel study of the vibrational behaviour under wind loading of three large traffic gantries, positioned in line

CHAPTER 14 – STRUCTURAL DYNAMICS

76. J. Hendel (Poland) Geometrical non-linearity in vibrations of cable-bar structures under the action of moving load
77. V. Kulyabko, I. Davydov (Ukraine): Interaction cross beam and frame constructions with internal moving load
78. V.A.Oven (Turkey): Adaptation of Light-gauge steel framing for housing market in Turkey
79. Z. Pancewicz, V. Kulyabko (PL/UA): The theoretical analysis of behaviour of connections on high-strength bolts in structures subject to vibrations

CHAPTER 15 – VIBRATION CONTROL OF STRUCTURES

80. G.C. Giuliani (Italy): Overview on the dynamic control of structures
81. G. Bergamo, G. Bonacinai, F. Gatti (Italy): Experimental activities on MR semiactive devices
82. A.V. Dukart, E.B. Koreneva, A.I. Oleynik (Russia): Vibration protection of thin-walled structures by means of dynamic vibration absorbers
83. I. Gołębiowska, M. Dutkiewicz (Poland): Dynamical analysis of the cylindrical tank covered with damping absorbers
84. S. Kato, T. Ohoya, T. Okamoto, H.Takayama (Japan): Efficiency of steel hysteresis dampers to suppress earthquake responses of spatial structures
85. A. Martelli, G.-B. Arato, E. Bellani (Italy): “Advanced tested technology for earthquakes”: a short film developed in the framework of the MUSICA project
86. A. Shimamoto, Y. Furuya, N.Kurosawa, H.Abe (Japan): Active vibration control of “smart” bridge model using shape memory alloy
87. J.D. Yau, Y.B. Yang (Taiwan): Performance of MTMD for vibra-tion suppression of continuous bridges under high speed trains

CHAPTER 16 – EXPERIMENTAL METHODS

88. M. Drdacky (Czech Republic): Structural failures and experimental investigations of lightweight structures
89. T. Aoki, M. Ishida, A. Shimamoto, S. Takahashi (Japan): Stress intensity factor for combined disks by introducing contact pressure
90. P. Kłosowski, A. Zagubień (Poland): Viscolpastic properties of coated textile material “Panama” and its usage for hanging roofs
91. Z. Pancewicz, V.V. Kulyabko (Poland): Experimantal analysis of the effect of static friction coefficient on the vibration of joints
92. A. Lopez, I. Puente, M.A. Serna (Spain): Analysis of single layer latticed domes: a new beam-element
93. Y.R. de S.Rosa, P.C.G. da S.Vellasco, S.A.L. de Andrade, A.V. D’este (Brazil): An experimental investigation of tubular space trusses with simple and reinforced end flattened nodes

PART 4 – Application traditional and innovative materials

CHAPTER 17 – METAL STRUCTURES

94. V.I. Bolshakov (Ukraine): Application of steel with the bainite and acicular ferrite structure for building metal construction
95. P. Alyavdin, G. Bryś, F. Werner (Poland/Germany): Theoretical and experimental investigations of thin-walled steel beams subjected to low cyclic loadings
96. A.M. Barszcz, M.A. Gizejowski, K.M. Nikonowicz (Poland/Botswana): A standardized approach to instability problems of aluminium alloy elements
97. D. Dubina, V. Ungureanu, Zs. Nagy (Romania): Lightweight steel structures using LINDAB cold-formed sections for residential and non-residential buildings

CHAPTER 18 – WOOD STRUCTURES

98. M. Bechtholt (USA): Wood-foam Sandwich shells: Computer-Aided Manufacturing of complex shapes
99. K. Kawaguchi, M. Kato (Japan): Structural behaviour of a roof with twisted timber grid 

CHAPTER 19 – COMPOSITE STRUCURES

100. F. Collombet, B. Douchin, P. Davies, F. Malaise (France): Loading rate effects on multiscale materials and structures: some experimental, theoretical and numerical problems
101. M.A. Demarzo, M. Tacitano (Brasil): Analytical results for composite wood-concrete beams by an approximate method
102. K. Mashita (Japan): Strength of carbon fiber chip reinforced concrete truncated spherical shells under circumferential load
103. A.D.C. Pronk, S.L. Veldman (The Netherlands): Making BLOBS with air cushions
104. A.Shimanovsky, V. Gordeyev, A. Ogloblya (Ukraine): Non-linear behaviour of three-layer shell-type structures with delaminating defects

CHAPTER 20 – POLYMERE MATRIX COMPOSITE STRUCTURAL SYSTEMS AND BRIDGES

105. F. Seible, S. Cicerone, Y. Hose, D. Brestel, F. Lanza di Scalea (USA): The I-5/Gilman advanced technology cable-stayed bridge
106. P. Head (UK): FRP composite solutions for sustainable development of transport and industrial infrastructure
107. M. Kamiński (Poland): Current computational issues in composite materials modelling
108. V.M. Karbhari, L. Zhao (USA): Development of FRP composite deck systems and implementation on the kings stormwater channel bridge
109. Urs Meier (Switzerland): Civil Engineers can make better use of the strength of carbon fibre reinforced polymers
110. P. Samyn, T. Vilquin, S. Lauwerys (Belgium): Study of guyed and suspended structures under uniformly distributed load using volume and displacement indicators

CHAPTER 21 – CONCRETE SHELS

111. M. Mihailescu, C. Mircea, D. Mihailescu (Romania): On lightweight concrete shells
112. V.V. Shugaev, B.S. Sokolov (Russia): Estimation of the factors influencing to carrying capacity of ribbed RC shallow shell of different curvature under concentrated loading
113. R. Sundaram (India): A few examples of large span concrete shell structures in India
114. M. Takayama, N. Suzuki (Japan): The failure behaviour of the free-formed reinforced concrete shell with circular opening

CHAPTER 22 – GLASS STRUCTURES

115. J. Schleich, H. Schober (Germany): Design principles of glass roofs
116. G.J. Hobbelman, B. Timm, F.A. Veer, P.M.J van Swieten (The Netherlands): The design of a full glass dome, using a new glass/polymer composite material
117. J. Belis, R. van Impe, G. Lagae, W. Vanlaere (Belgium): The effects of torsion on the load-bearing capacity of single-pane glass beams

CHAPTER 23 – TENSION STRUCTURES

118. M. Saitoh (Japan): Tension and membrane structures
119. M. Fujita, X. Lei, N. Hayakawa (Japan): Design and construction of atrium tension structure
120. H.S. Kim, S.D. Kim, M.M. Kang, S.W. Park, T.J. Kwun (Korea): Effects of the bifurcation of hybrid cable dome by improving the structural system
121. V. Kulbach (Estonia): Experience of design, analysis and construction of saddle-formed prestressed networks
122. B.B. Wang, Y. Li (China/Singapore): RP system – Properties, design and application

CHAPTER 24 – MEMBRANE STRUCTURES

123. A. Catarig, L. Kopenetz, P. Alexa (Romania): Multifunctional membrane type structures for turistical purposes
124. K.Gerlic (Poland) Geometrical aspects of surface in the membrane structures designing
125. Hu Yufeng, Qian Ruojun (P.R. China): Equivalent nodal force cutting method considering pre-stress
126. S.L. Veldman, C.A.J.R. Vermeeren, A. Beukers (The Netherlands): Designing inflatable structures
127. P.D. Gosling, J. Chivapraphanant (UK): A versatile cutting pattern methodology for woven fabrics
128. A. Elnokaly, J. Chilton, R. Wilson (UK): Environmental aspects of tensile membrane enclosed spaces
129. A. Paronesso (Switzerland): The 2002 World cycling centre arena Aigle, Switzerland

CHAPTER 25 – OTHERS

130. J. K. Natterer (Switzerland): Modern timber constructions: from new simple techniques to high tech constructions
131. J. B. Obrębski (Poland): New mechanical problems in analysis of composite bars space structures
132. J. B. Obrębski (Poland): Examples of 3D-time space application for dynamical analysis of structures

PART 5 – Suplement

CHAPTER 26 – WIND, NUMERICAL AND EXPERIMENTAL ANALYSIS

133. G. Bartoli, C. Borri, F. Mirto, G. Solari (Italy): Some recent advances and developments in wind dynamics of large lightweight engineering facilities
134. J.B.Obrębski (Poland), A.H.Fahema (Libya): Comparison of double curvature space bar structure using SPES computer programs
135. D.M. Gleich, M.J.L. Van Tooren, L. Krakers and A. Beukers (Holland): A numerical method to analyse and design adhesively bonded joints in structures
136. D.M. Gleich, M.J.L. Van Tooren and A. Beukers (Holland): Experimental verification of a numerical model to analyse and design adhesively bonded joint connections in structures
137. T. Tarnai (Hungary): Elastic structures with zero stiffness

CHAPTER 27- LARGE SPAN ROOFS

138. Klaus Linkwitz (Germany): On some peculiarities of timber shells concerning formfinding, manufacturing, building physics.
139. Waldemar Bober (Poland): Some principles of design double-layer grid structures in flat covered roofs
140. M. Kardysz, J. Rebielak and R. Tarczewski (Poland): Comparison of loading behaviour of the chosen types of tension-strut domes
141. M.Kardysz, K Sadowski and R. Tarczewski (Poland): Form-finding of structural system for the ellipsoid of revolution by means of use of the formian formulas
142. R. Tarczewski (Poland): Compensative structures

IX. CONTENTS – LSCE 2003

I. PREFACE, J.B.Obrębski
II. Information about IASS Polish Chapter, J.B.Obrębski
III. Correspondence
IV. Honours for Professor S.J.Medwadowski in years 2001 to 2003, J.B.Obrębski, PL

1. Geometric properties of paches of right ruled paraboloid helpful for shaping building shells, J.Abramczyk, PL
2. Examples of tensegrity structures composed of the polyhedral tensegrity extenders, Z.Bieniek, PL
3. An improved notional load method for simplified second order plastic analysis of sway frames with flexible joints, B.J.Branicki, M.A. Giżejowski, A.M. Barszcz, H.C.Uzoegbo; (Poland, South Africa)
4. Aplication of tensegrity structure in roofing system of high storage warehouse, M. Delineszew, K. Sadowski; PL
5. Development of large-size retractable domes and planning aspects, A.Gonczarek; PL
6. Analysis of composite thin-walled beams with closed cross-section, K.Grygierek; PL
7. Nonlinear free vibrations analysis of a cable - supported bridge due to change of the main beam’s rigidity, J.Hendel, M. Kiczka; PL
8. Influence of local loading on form and internal forces in a chosen type of membrane structures, M.Kardysz, R.Tarczewski; PL
9. Dynamical analysis of non typical masonery structure subject to miners shock, T.Krykowski, Z. Pająk,
10. Stabilization of lightweight constructions, V.V.Kulyabko; Ukraine
11. In-plane tensile strength of masonry panels subjected to diagonal compression tests, L.Małyszko; PL
12. The calculation of edges and vertices number in polyhedrons derived from regular polyhedrons, J.Z. Mirski; PL
13. Experimentally-numerical analysis of ellipsoidal concrete dome in almost moment-less state, J.B.Obrębski, P.Kierzkowski, J.Tolksdorf; PL
14. Preliminary project of the building modernization for Faculty Technical Sciences of University Warmia and Mazury in Olsztyn, J.B.Obrębski, L.Bihuń, W.Kruk; PL
15. Some recommendations on designing of lightweight structures, J.B.Obrębski; PL
16. Advantages of Finite Differences application for some analyses of structures, J.B.Obrębski; PL
17. Report on Taipei 101 – Story Financial Center high-rise building construction, J.B.Obrębski; PL
18. Some more interesting civil engineering objects in Taipei, J.B.Obrębski; PL
19. Chosen lightweight structures in architecture of sport objects, M.Pelczarski, J.Rębielak; PL
20. FEMA - MES - 99999 SYSTEM, Version 1.2. LINUX Implemen-tation, W.Przybyło, J. Kalinowski, J. Zdziechowski; PL
21. 3D computational model of complex walkway damaged by a hit of a vehicle driving under it, W. Przybyło, S. Syguła, J.
22. Some examples of the tension-strut structures built by means of concentric hoops, J.Rębielak; PL
23. Group of the V(TH-H) tension-strut structures, J.Rębielak; PL
24. Numerical models of chosen group of tension-strut structures, J.Rębielak; PL
25. Architects and engineers in design process of spatial structures, general remarks, J.Rębielak, R.Wysocka; PL
26. Prestressed elements of double layer space structure B{D-O} A, W.Bober; PL
27. Concept of tension-strut structure with alternately located bars, J.Rębielak; PL
28. Numerical example of a high-rise building dynamical behaviour, R.Szmit, J.B.Obrębski; PL
29. Report on achievements of IASS Polish Chapter in period 1996-2003, J.B.Obrębski; PL

X. CONTENTS – LSCE 2004

Information about lASS Polish Chapter, J.B. Obrębski; PL
Correspondence
I. FOREWORD by SJ. Medwadowski; USA
II. FOREWORD by M. Kawaguchi; Japan
III. PREFACE by J.B. Obrębski; PL
Dedication to professor Stefan du Chateau, JB.Obrębski; PL

1. On aspects of tensile structures analysis, A. Ambroziak, P. Kłosowski; PL
2. Modeling of the structural element behaviour: a contribution to advanced analysis of imperfect structures, A.M. Barszcz, M. Giżejowski; PL/Botswana
3. Experimental tests of light wood-framed constructions, M Baszel, Cz. Miedziałowski; PL
4. The dome-shaped polyhedra with rhombic faces, Z .Bieniek; PL
5. Dome-shaped polyhedra with rhombic faces and tensegrity extenders, Z. Bieniek; PL
6. Static effort of space grids, W. Bober; PL
7. Basic rules of shaping constructions with self-supporting nodes, W. Bober, Ł. Olszewski; PL
8. New breakwater structures Made of thin reinforced concrete walls, A. Catarig, L. Kopenetz, P. Alexa, Aliz Mathe; Romania
9. Architectural values of supports in tension membrane structures, K. Gerlic; PL
10. Minimization of foundation vibrations, I. Gołębiowska, W. Niemczewska; PL
11. Statical analysis of composite thin-walled beams with uncertain parameters, K. Grygierek; PL
12. Own vibrations of cooling tower, J. Hendel, M Borowik, P.Koza; PL
13. Free vibrations of one-way steel railway viaduct, J. Hendel, S. Kaczorowski; PL
14. Bearing capacity of the earth bases under the tape foundations with a convex sole, MS. Hrytsuk, N. V. Czumiczowa, W. Kosmala-Kot; Republik Belorus / PL
15. Functionally graded materials in the modelling of lightweight plates, J. Jędrysiak, B. Michalik J. Rychlewska, Cz. Woźniak; PL
16. System integrated optimalization - "ZIN-OSY" in building structures design, B. Kapcia, R. Kapcia; PL
17. Design and erection of reinforced concrete large-span ribbed domes, S. Kobielak, A. KuszelI, R.Piekarz; PL
18. Load-bearing capacity of thin-walled three-layered structures – recent achievements in theoretica analysis, M Kotełko, Z. Kołakowski, R. Mania; PL
19. The influence of torsional stiffness of ribs on the critical load carrying capacity of compressed bars, Z. Kowal; PL
20. Minimization of stress concentrations in forming of plates using the gradient method, S. Krupa, E. Kubica; PL
21. Method of of space curved concrete beams analysis subject to corrosion processes, T. Krykowski; PL
22. Nonlinear static ana1ysis of steel structure subject to fire, T. Krykowski, B. Kowolik; PL
23. Strength criterion ofbrittle Materials in concrete constructions, H. Kubiak, T. Czarniawski; PL
24. Thermo-elastic-plastic material model in sensitivity analysis of  lightweight structures, K. Kubicki, A. Służalec; PL
25. Statistic modelling of results in civil engineering, P. Lewowicki; PL
26. Elastic-plastic interface model formulation and its FEM implementation, L. Malyszko; PL
27. A comparison of single layer and double layer truss domes, J.Z. Mirski, D. Bojczuk; PL
28. Behaviour of guys of steel masts, J. Murzewski; PL
29. Report on Millau viaduct construction - the tallest one in Europe, J.B. Obrębski; PL
30. Some tests on accuracy computer analysis ofsimple bar structures, J.B. Obrębski; PL
31. Attempt of c1assification of types of membrane structures, M. Pelczarski; PL
32. Material hardening in porous lightweight structure undergoing thermomechanical loading, I. Pokorska; PL
33. FEMA-MES-99999 System version 2.0 on Live LINUX platform, W. Przybyło, J. Kalinowski; PL
34. Overloading of operators in FEMA Systems, W. Przybyło, M. Maźniewski; PL
35. FEMA-DEX System for analysis of non-stationary vibrations of large constructions on LINUX platform, W.Przybyło, J.Zdziechowski; PL
36. Principles of designing shells of profiled steel sheets, A. Reichhart; PL
37. The history and development of pneumatic structures in Poland, A.Repelewicz; PL
38. Morphological aspects of chosen types of tension-strut structures, J.Rębielak; PL
39. Shaping of numerical models of a certain group of tension-strut structures, J. Rębielak; PL
40. Electric charges' behaviour analogy applied to structural optimization of flat and barrel vaulted grids, K. Sadowski; PL
41. The dynamic behaviour of aluminium bridge deck panel, T.Siwowski, W.Łakota; PL
42. Morphofogical similarities of primeval tents and contemporary tensile surface structures, R. Tarczewski; PL
43. Design problems of cold formed lightweight ark structures, R. Walentyński; PL
44. Transformation patterns of the method of displacements for an initially bent compressed bar with joints susceptible to rotations, J. Zamorowski; PL

XI. CONTENTS – LSCE 2005 – Warsaw – 12-14.09.2005

i. Documentation
ii. LSCE 2005 Committees
iii. Information about IASS

I. FOREWORD by S.J.Medwadowski – past IASS President, USA
II. FOREWORD by M. Kawaguchi – IASS President, Japan
III. PREFACE by J.B. Obrębski; PL
IV. Professor S.J. Medwadowski - Honorary Member of IASS Polish Chapter, J.B. Obrębski; PL
V. Dedications for passed away members of IASS PC and for LSCE participants, JB.Obrębski; PL

PART I – LIST OF PAPERS OF LSCE 2005

OPENING SESSION – GENERAL LECTURES I

1. On some of my recent works of lightweight structures, M.Kawaguchi; Japan
2. Investigation of the dynamic behaviour of lightweight spatial constructions, V.V. Kulyabko; Ukraine

CHAPTER 1 – LARGE SPAN ROOFS

3. Floating-transportable olympic stadium, M. Burt; Israel
4. Features of calculation and constructing of light rods (and frames) at major free lengths and small compressed forces, L.V.Kibitkin; Ukraine
5. Physical modelling of modular inflated shells – an initial research, Romuald Tarczewski; PL
6. Shaping sport halls with circular arches, Wojciech Zabłocki; PL
7. Influence of a scheme flat double layer space bar roofs on its behaviour and calculated results, J.B.Obrębski; PL

CHAPTER 2 – TENSEGRITY AND LIGHTWEIGHT STRUCTURES

8. Deployable tensegrity modules for applications in lightweight structures, Z. Bieniek; PL
9. The geometry of stressed lightweight structures, L. Kopenetz, A. Catarig, P. Alexa; Romania
10. About geometric invariability of cable and strut domes, Z.Kowal, J.Mirski; PL
11. Morphological aspects and numerical models of structures shaped around triangular-hexagonal grid, J. Rębielak; PL
12. Some recent lightweight structures in Warsaw, J.B.Obrębski; PL

CHAPTER 3 – GENERAL LECTURES II

13. History of an earthquake, G.B. Arato, P. Clemente, M. Indirli, A. Martelli, B. Spadoni; Italy
14. On constitutive modelling for technical woven fabric, A. Ambroziak, P. Kłosowski; PL 

CHAPTER 4 – DYNAMICS I

15. Effects of mass of multiple tuned mass damper on harmonic response, I. Gołębiowska, W. Niemczewska; PL
16. Employment of dynamic forming method to high-rise buildings being under the affect of urban seismic, V.V.Kulyablo, I.V.Didenko, A.V.Banakh; Ukraine
17. Building application of the Italian seismic vibration passive control systems, A.Martelli, M.Forni; Italy
18. Seismic behavior of rigid bar reinforced concrete columns, M.Pastrav; Romania

CHAPTER 5 – BRIDGES

19. Displacement affect of bearings for stress and deformation state of a cable-supported bridge, J.Hendel, M.Kiczka; PL
20. Eigen mode initial imperfection influence on behaviour of thin-walled systems, J. Kala, Z. Kala, M. Škaloud; Czech Republic
21. An aerodynamic tailoring of lightweight bridges, J. Kala, A.Nevařil; Czech Republic
22. Analysis and design of suspension structures with yelding supports, V.Kulbach, E.Kivi; Estonia
23. Influence of the guide bar onto spatial work of unloading steel bridge, W. Przybyło, S. Syguła, J. Zdziechowski; PL

CHAPTER 6 – DYNAMICS II

24. Vibration absorption of lightweight structures by application of vibration protection arrangements of passive type A.V.Dukart, E.B. Koreneva, A.I.Oleynik; Russia/Kazakhstan
25. Procedure and results of full-scale investigations of the dynamic behaviour of wind-driven electric plant towers, Ye.V.Horokhov, M.V.Busko, S.V.Turbin, S.N.Bakayev; Ukraine
26. New expedient of the accelerated projection of light constructions of exhibition halls, V.V.Kulyabko, A.V.Maslowskyi, A.A. Bystryakov; Ukraine
27. Harmonic vibrations of frames. An approach aimed at symbolic computation, T.Lewiński; PL

CHAPTER 7 – STEEL STRUCTURES

28. An alternative European approach to advanced analysis of planar steel frameworks, M. A. Giżejowski, A.M.Barszcz, P.Król; Botzwana/PL
29. Comparison of fuzzy set theory and stochastic method results in application to the analysis of the load-carrying capacity of steel members under tension, Zdeněk Kala, Abayomi Omishore; Czech Republic
30. Sensitivity analysis of the stability problems of steel structures, Abayomi Omishore; Czech Republic
31. The effect of many times repeated loading on the post-buckled behaviour of the webs of steel plate girders, M.Škaloud, M.Zornerová; Czech Republic
32. On the compound branching problem and post-critical equilibrium paths, T. Sokół; PL

CHAPTER 8 – GENERAL LECTURES III

33. Comparative investigation into buckling loads and load-bearing capacity of thin-walled columns under compressionon, M. Kotełko, Z. Kołakowski, J. Rhodes; PL, UK
34. Parallelizing the FEMA system, M.Maźniewski, W.Przybyło; PL

CHAPTER 9 – THIN-WALLED STRUCTURES

35. Sensitivity analysis of the state of stress in the crack-prone areas of breathing webs, Z. Kala, J. Kala, M.Škaloud, B. Teplý; Czech Republic
36. Stability of cold-formed members composed of double Σ profiles, W.Kąkol, Vinh An Nguyen; PL
37. On the boundary conditions for a finite element model for thin-walled, cold-formed steel purlins, M. De Strycker, K.B.Katnam, G.Lagae, R. Van Impe; Belgium
38. Interaction relations in the model of the lap joint of thin-walled structure under complex load state, W.Wuwer, R.Walentyński; PL

CHAPTER 10 – COMPOSITE MATERIALS AND STRUCTURES

39. Behaviour features of translucent carbon fiber-reinforced plastic panels in structure of suspended rod shell, E.V. Gorohov, V.F. Muschanov, I.N. Rudneva; Ukraine 
40. Non-linear analysis of composite members subjected to eccentric compression, C.Mircea, G.Petrovay, H.Nicoara; Romania
41. Own theories, analytical, numerical and experimental methods elaborated for lightweight structures, J.B.Obrębski; PL
42. Preliminary project of small masonry dome for cemetery chapel, J.B.Obrębski, K.B.Obrębski; PL
43. Investigation into shear load carrying capacity of laminar or sandwich composite structures, M. Rodzewicz, P. Ciesla, A. Sudejko; PL

CHAPTER 11 – ANALYSIS, MODELS OF MATERIALS AND COMPOSITES

44. Multiresolutional analysis of some lightweight structures, M. Kamiński; PL
45. Orthotropic Rankine-type plasticity model, L.Małyszko; PL
46. Optimisation of flat slab structures based on the limit states design, A.T. Mircea; Romania
47. Optimal design of circular plates according to different criteria, L. Palizzolo, A. Caffarelli, M. Zito; Italy
48. Critical loading of three-layered annular plates, D.Pawlus; PL

CHAPTER 12 –GENERAL LECTURES IV

49. Building shape online – an ontological approach to organization and visualisation, P.Jurewicz, V.F.J.Sedlak; Austria, Australia
50. World Cup 2002 and 2006 stadiums with retractable roof technology with a case study of arena auf Schalke from builder’s perspective, Igor Siotor; Germany

CHAPTER 13 – ABSTRACTS (Not presented)

51. Finite element modelling of lined light-gauge steel wall panels: lateral strength, Abstract; V. A. Öven, K. Karaduman; Turkey
52. An attempt to create an architectural mega structure using cold formed light-gauge steel members, Abstract, M. Sahin, V. A. Öven; Turkey

PART II - HISTORY OF IASS POLISH CHAPTER AND LSCE

53. Information about IASS Polish Chapter, J.B. Obrębski; PL
54. Eleven editions of the book and conferences on Lightweight Structures in Civil Engineering, J.B. Obrębski; PL
55. Contents 1995-2004 - List of papers published in LSCE books, J.B. Obrębski; PL
56. List of general lectures given during LSCE conferences, J.B. Obrębski; PL
57. Author index for LSCE books 1995-2004, J.B. Obrębski; PL
58. Lists of members of Honorary, Scientific, Organizing Committees and Advisory Panel for particular LSCE 1995-2005, J.B. Obrębski; PL
59. List of numbers the papers from countries declared by authors in particular years, J.B. Obrębski; PL
60. Studio AGAT – graphical and editorial support of LSCE books, J.B. Obrębski; PL

XII. CONTENTS – LSCE 2006

i Information about LSCE
ii Dedications for passed away friends of IASS Polish Chapter
iii Information about IASS Polish Chapter
iiii Jubilees our distinguished members and friends
iiiii FOREWORD by J.B. Obrębski - chairman of IASS PC

PART I - REVIEWED PAPERS

1. On constructional solutions for tensile structures, A. Ambroziak, P. Kłosowski; PL
2. The use of the theory of fuzzy sets in design of minimum volume trusses, V.A. Baranenko, A.Yu. Vojnakov; Ukraine
3. Section class dependent strength surfaces of I sections for inelastic analysis of spatial metal structures, A. M. Barszcz; PL
4. Tensegrity modules with a discontinuous network of cables, Z.Bieniek; PL
5. Application of the orthotropic Rankine-type model to masonry panels, P.Bilko, L.Małyszko; PL
6. Mass customization - unique structures, optimization of solutions, lowering costs, P. Buck; PL
7. Application of the Peano curve-based global search algorithm in the geometry optimization of tulip-like space structures, S. Czarnecki; PL
8. Permanent roof structures over stands of renewal sports stadiums, Ye.V.Horokhov, V.F.Mushchanov, Yu. V. Syvokon Yu.V.; Ukraine
9. Ultimate loads and energy dissipation of thin-walled profiles with edge stiffeners under compression, Z. Kołakowski, M. Kotełko, T. Kubiak, R.Mania; PL
10. Experimental and theoretical investigations of concrete-filled steel tubes members, A. Kuranovas, A.K. Kvedaras; Lithuania
11. Trends in optimal design of composite structures, A.Muc; PL
12. UNIDOM – space bar system, J.B.Obrębski; PL
13. Lightweight structures in civil engineering – evelopment, state-of-the-art, tendencies, advantages, weak sides, J.B.Obrębski; PL
14. Comparative examples of instability analyses for straight bars in the light of theory and standards, J.B.Obrębski, J.Tolksdorf; PL
15. Application of hypermatrix and macromodel concepts in large structures’ optimization, W.Przybyło, J.Zdziechowski; PL

PART II - LATE - UNREVIEWED PAPERS

16. Establishing density of check points on a cooling tower shell, W. Anigacz, K. Piątek; PL
17. Application of algebraic methods for shaping of grid structures, W. Bober, R. Tarczewski; PL
18. Cable Domes – twenty years of successful operating, W. Bober, R. Tarczewski; PL
19. A review of practical fire stability design criteria in Eurocode 3: part 1.2, M.A. Giżejowski; PL
20. Effect of mass distribution on effectiveness of multiple tuned mass damper, I.Gołębiowska, W.Sakiewicz; PL
21. Tensegrity as art of engineering, A. Iwański; PL
22. Computational sensitivity analysis of the lightweight shells in the underground structures, M. Kaminski, PL
23. Minimal surfaces and possibilities of their use, J.Łaszczyńska; PL
24. Optimal safety of leightweight structures, J.Murzewski, PL
25. Small masonry dome with reinforced concrete ribs, J.B. Obrębski; PL
26. Group of spatial structures of the type VA(TH)No2, J.Rębielak; PL
27. Specific forms of space frames in structural systems of high-rise buildings, J.Rębielak; PL
28. On the influence of oblique cutting of profiled still sheet on its shell shape, A.Reichhart, J.Abramczyk; PL
29. Buckling mode interaction and imperfection sensitivity analysis, T. Sokół; PL
30. Lightweight structures for utilizing wind power in urban environment – Advantages and disadvantages, A.Trzebska; PL 
31. Ice Skating Centre in Warsaw, W.Zabłocki; PL

XIII. CONTENTS – LSCE 2007

i Information about LSCE
ii Information about IASS Polish Chapter
iiii FOREWORD by J.B. Obrębski - chairman of IASS PC

PART I - REVIEWED PAPERS

1. Semirigid steel frames: ductility versus strength, P. Alexa, A. Cătărig, L. Kopenetz, A. Mathe, I. Lădar, Romania
2. The tetrahedron as the basic form of tensegrity module for deployable tensegrity atructures, Z. Bieniek, PL
3. Compressive behaviour of tetrahedral tensegrity module made from steel tubes and cables, Z. Bieniek, PL
4. Morphological analysis in structural design, W. Bober, R. Tarczewski, PL
5. Three-dimensional space tesselations for generating structural systems, W. Bober, R. Tarczewski, PL
6. Design of а membrane shell of the permanent roofs over stands of sports stadium Ye.V. Gorokhov, V.F. Mushchanov, Yu.V. Sivokon, Ukraine
7. Sobol’s sensitivity indices in applications to stability problems of steel structures, Z. Kala, Czech Republic
8. Safety of damaged historical buildings, L. Kopenetz, A. Cătărig, P. Alexa, Romania
9. About geometry of pentagonal double-layer substructures in UNIDOM space bar system, J.B. Obrębski, PL
10. Geometry of node for UNIDOM space bar system, J.B. Obrębski, M.Z. Obrębski, PL
11. The analysis of calculations of load-carrying capacity for nails per single shear plane in connections of timber elements, S.Podulka, PL
12. Examples of forms and applications of the JR Tetra System, J. Rębielak, PL
13. CFRP composites and their sensibility to fatigue or impact loads, M. Rodzewicz, PL
14. Bimomental photoelasticity: M.R. Sikoń, PL
15. Laser cutting of tubes: possibilities in lightweight structures, M. De Strycker, K. Vanden Hautte, D. Debruyne, W. Van Paepegem, Belgium
16. The National Stadium Complex In Warsaw. Wojciech Zabłocki, PL

PART II - LATE - UNREVIEWED PAPERS

17. A mathematical – geometric model of the corrugated steel sheet of the building shell, J. Abramczyk, PL
18. Sopot Forest Opera – History and future, A. Ambroziak, P. Kłosowski, PL
19. Modelling of the behaviour experimentally tested angle braced steel portal frames, A.M. Barszcz, PL
20. Failure modes of composite beams in the hogging moment region of continuous or semi-continuous systems, M. A. Gizejowski, W. Salah. PL/Egypt
21. Dynamic lateral crushing of box-section beam (strain-rate sensitivity analysis), M Kotełko, R.Mania, Z.Kołakowski, PL
22. Using the FEMA–MES system – computations of very large structures, W. Przybyło, J. Zdziechowski, PL
23. FEMA-MES system on small computers equipped with parallel hypermatrix macromodels – examples of computations of bridges’ structures, W. Przybyło, S. Syguła, J. Zdziechowski, PL
24. Generalized formulation of eigenvalue problem for nonlinear stability analysis T. Sokół, PL
25. Information about the book of Wojciech Zabłocki „Architektura Architecture”, J.B. Obrębski, PL

XIV. CONTENTS – LSCE 2008

i Information about LSCE
ii Information about IASS Polish Chapter
iiii FOREWORD by J.B. Obrębski - chairman of IASS PC

PART I - REVIEWED PAPERS

1. Optimal designing of trusses by the criterion of energy content, V.A. Baranenko, A. М. Sopilnyak, Ukraine
2. Mechanics of tensegrity structures – the extended Maxwell’s rule, and form-finding methods, Z. Bieniek, PL
3. Tutte-maxwell-cremona method of spatial reconstruction of planar tilings, W. Bober, R. Tarczewski, PL
4. Generation of graphs and polyhedra by means of circle packing, W. Bober, R. Tarczewski, PL
5. Lawrence lifting and gale diagrams applied for construction of projectively unique polytopes, Bober, R. Tarczewski, PL
6. Determining the geometric parameters of frame octahedron-based geodesic domes, D. Bysiec, J. Mirski, PL
7. “Monitoring areas”approach to assessment of load capacity at collapse of metal profiles uder bending and torsion, S.D.Gawłowski, PL
8. Control systems for vibrating structures, I. Gołębiowska, W.Sakiewicz, PL
9. New orthotropic failure criteria for masonry, S. Jemioło, L. Małyszko, PL
10. Vibrations of elastic trusses with random parameters by the response function method and the stochastic perturbation technique, M.M. Kamiński, J. Szafran, PL
11. Anisotropic constitutive models for masonry with different failure mechanisms, L. Małyszko, PL
12. New forms of JR Tetra structural systems, J. Rębielak, PL
13. Experimental investigations of the stability behaviour of slender section steel-concrete composite beams with web openings, W. Salah, M.A. Gizejowski, Egypt /PL
14. Numerical finite element modelling of the stability behaviour of slender section steel-concrete composite beams with web openings, W. Salah, M.A. Gizejowski, Egypt/PL
15. Review of own complecs researches related to bar structures, J.B. Obrębski, PL
16. Large structural structures' optimatization methods with hyper-matrices and macromodels, W. Przybyło, J. Zdziechowski, PL

XV. CONTENTS – LSCE 2009

i Information about LSCE
ii Information about IASS Polish Chapter
ii Dedication for passed away friend of IASS Polish Chapter Prof. Jan Karczewski
iii IASS Policy on Chapters Approved at 26 October, 2008 and corrected
iiii Polish Members of IASS – 27 June, 2009
iiiii FOREWORD by J.B. Obrębski - chairman of IASS PC

PART I - REVIEWED PAPERS

1. Performance based analysis of semirigid steel frames, P. Alexa, Al. Cătărig, Aliz Mathe, Ioana Lădar, O. Prodan, Romania
2. Structurally equivalent configurations and divisibility of tensegrity cylinders, Z. Bieniek, PL
3. Geometric-static study of chosen family of one- and two-layered frame domes, D. Bysiec, J. Mirski, PL
4. Geometrically nonlinear analysis of semirigid steel structures, Al. Cătărig, P. Alexa, L. Kopenetz, Aliz Mathe, Ioana Lădar, Romania
5. A three dimensional cubic block – numerical solutions based on the selected meshfree methods, Czarnecki, PL
6. Wind loading on structures – Wind characteristics, reviw of testing, in-situ measurement, Computer modelling and code estimation procedures, M. Cwik, M. A. Gizejowski , A. Goliger, PL, Republic of South Africa
7. Orthotropic elastic-plastic model of masonry for a numerical analysis in spatial stress state, S. Jemioło, M. Gajewski, L. Małyszko, P. Bilko, PL
8. Applications of advanced variance-based methods in civil engineering, Z. Kala, A. Omishore, Czech Republic
9. Numerical simulation of the Euler problem for the elastic beams with random parameters, M.M. Kamiński, P. Świta, PL
10. Eigenvibrations of high telecommunication tower with random parameters by the response function method and SFEM, M.M. Kamiński, J. Szafran, PL
11. Problems of interventions on lightweight structures, L. Kopenetz, Al. Cătărig, P. Alexa, A. Mathe, Romania
12. Estimation of forces and displacements in tensegrity structures, Z. Kowal, J.Z. Mirski, PL
13. Progress of worldwide application of seismic isolation and energy dissipation, A. Martelli, M. Forni, Italy,
14. Structural behavior of the transylvanian business centre, C. Mircea, A. Faur, Romania
15. Monitoring and surveying of the settlings and foundation system of a gas scattering chimney, A. Mircea, C. Mircea, Romania
16. Theory for thin-walled bars – performed investigations and tests, J.B. Obrębski, PL
17. Early project and proposal of covering structures for church in Fortress Modlin, J.B.Obrębski, K.B. Obrębski, PL
18. Report on ‘Prinkipo Palace’ in Büyükada - probably the biggest timber house built in the world, J.B. Obrębski, PL
19. Application of the interior point method to truss topology optimization, T. Sokół, T. Lewiński, PL
20. Influence of web openings on failure by lateral-torsional buckling of cellular beams, D. Sonck*, W. Vanlaere, G. Lagae, R. Van Impe, Belgium
21. Analysis of high-rise buildings dynamical behavior with use finite differences in thin-walled bars theory, R. Szmit, PL
22. Recent buildings and designs by Wojciech Zabłocki, W. Zabłocki, PL
 

LATE PAPERS

23. Shaping of steel frames for cantilever building structure, W. Bober, R. Tarczewski, PL
24. Basic problems of acoustic screens structure for AOW, W. Bober, R. Tarczewski, PL
25. System of index description for lattice space structures, D. Fisel, PL
26. Teaching of structural designing, M. Pelczarski, PL
27. Notions on single family passive house, K. Sowa, W. Przybyło, PL
28. Shaping of ring domes, P. Stobiecki, PL
29. Reverse Topological Method of shaping structures, W. Bober, R. Tarczewski, PL
30. Reinforced concrete pillar foundations in a protecting pipe made of stoneware prefabricated elements, A. Walasek, PL
31. Lenticular girder - structural form and propositions of application in architecture and civil engineering, J. Rębielak, PL

XVI. CONTENTS – LSCE 2010

i Information about LSCE
ii Information about IASS Polish Chapter
ii IASS Policy on Chapters Approved at 26 October, 2008 and corrected
iii Polish Members of IASS – 27 June, 2009
iiii Short report on IASS-2010 Symposium in Shanhgai at November 8-12, 2010
iiiii FOREWORD by J.B. Obrębski - former chairman of IASS PCs

PART I - REVIEWED PAPERS

1. Applications of tensegrity principle for building structures, Zbigniew Bieniek, PL
2. Experimental-theoretical researches the ways of vibrations damping for rigid bus construction, Ye.V. Gorokhov, V.F. Mushchanov, V.V. Kulyabko, Ye.V. Denisov, A.V. Maslovsky, V.N. Vasylev, Yu. I. Salivon, S.А. Fomenko, UA
3. Convexity of the structural stability domain of plane frames subjected to axial forces, K.Hetmański, T. Lewiński, PL
4. Evaluation of the critical moments of the aluminium I-beams with random parameters, M. Kamiński, M. Solecka, PL
5. A proposed technique for assessing effectiveness of passive protection, I. Lădar ,O. Prodan, F. Blaga, P. Alexa, Romania
6. Implementation tests of orthotropic elastic-plastic models into a commercial finite element code, L. Małyszko, S. Jemioło, P. Bilko, PL
7. Examples of modeling dynamic properties of structures using laser scanning and finite elements, L. Małyszko, Kaczmarczyk, B.Felka, PL
8. Semirigidity contribution to seismic behavior of steel structures, Aliz Mathe, F. Blaga, ROMANIA
9. Stability of steel pillar supporting acoustic screen, J.B.Obrębski, PL
10. Analysis of realization for selected commercial objects: M.Z. Obrębski, PL
11. Seismic mitigation: Base isolators versus viscous dampers, O. Prodan, I. Lădar, F. Blaga, Romania
12. Peculiar case of unfolded surface, P. Stobiecki, PL
13. Dynamic analysis of football stadium tribunes’ precasted concrete elements, J. Zdziechowski, W. Przybyło, PL

LATE PAPERS (not reviewed)

14. Ammann bars – new concept in shaping planar lattices, W. Bober, R. Tarczewski, PL
15. Shaping of t-section steel post for acoustic screen, W. Bober, R. Tarczewski, PL
16. Transformation of topological models by means of graph multiplication, W. Bober, R. Tarczewski, PL
17. Influence of post-tensioning configuration on static behavior of some spatial lattice structures, D. Fisel, PL
18. Building conception of the reconstruction of erosion damage of estste bank at its boundary with river-bed by construction in a pavilion set, A.Walasek, PL

XVII. CONTENTS – LSCE 2011

I Information about LSCE, J.B. Obrębski
II Information about IASS Polish Chapters, J.B. Obrębski
III IASS Policy on Chapters Approved at 26 October, 2008 and corrected, J.B. Obrębski
IV Polish Members of IASS – 27 June, 2009, J.B. Obrębski
V MINUTES from organizing meeting of IASS PCs, J.B. Obrębski
VI Short report on IASS activity and on Symposium in London at September 20-23, 2011, J.B. Obrębski
VII FOREWORDS, M. Kamiński, R. Tarczewski, J.B. Obrębski

REVIEWED PAPERS

1. Geometrical shaping of spatial structures composed of the light guage shells, J. Abramczyk, PL
2. Conceptual design study of complex grid systems, Z. Bieniek, PL
3. Irregular forms of random graphs, W. Bober, PL
4. Shaping bar shells using contracting method, W. Bober, D. Fisel, PL
5. Implementation of PETSc system in the finite element algorithms for the linear and non-linear elasticity problems, S. Czarnecki, P. Wawruch, PL
6. The influence of the rotational spring stiffness on the buckling resistance of cold-formed zed purlins, J. Goczek, M. Gajdzicki, PL
7. Interaction formulae for cross-section subjected to bending, shear and axial force in Eurocode 3 approaches, J. Goczek, Ł. Supeł, PL
8. Eigenvalue analysis for footbridge with random stiffness by stochastic Finite Element Method, M.M. Kamiński, J. Szafran, PL
9. Efficient design of cold-formed steel structural members, M.P. Kulatunga, M. Macdonald, UK
10. On plane funicular structures, T. Lewiński, T. Sokół, PL
11. Preliminary analyses of coverings proposed for new church in Fortress Modlin, J.B. Obrębski, PL
12. Analysis of management effectiveness for investment process, M.Z.Obrębski, PL
13. Dynamical analysis of footbridges with use finite differences in thin-walled bars theory, R. Szmit, PL
14. Random disorder in structural lattices, R. Tarczewski, PL
15. Some aspects of prestressed prefabricated TT slabs bearings, J.Zdziechowski, W. Przybyło, PL
16. Problems with correct design of bearings of football stadium’s tribunes prefabricated concrete transom beams, J. Zdziechowski, W. Przybyło, PL

LATE PAPER(S)

17. Stochastic corrosion effects on reliability of steel beams with I profiles, M.M. Kamiński, I. Krauze, PL
18. Load-capacity stochastic sensitivity analysis of thin-walled box-section beam, P. Lis, M. Kotełko, Z. Kołakowski, PL

XVIII. CONTENTS – LSCE 2012 – Warsaw (WAT)

I Information about LSCE, J.B. Obrębski
II Information about IASS Polish Chapters, J.B. Obrębski
III Dedication for professor Mungan, J.B. Obrębski
IV In memorium Konrad Bartłomiej Obrębski - Chaiman of the IASS Polish Chapter No 5, J.B. Obrębski
V IASS Policy on Chapters Approved at 26 October, 2008 and corrected, J.B. Obrębski,
VI Polish Members of IASS – 27 June, 2009, J.B. Obrębski
VII STATUTE of IASS PCs, R.Tarczewski J.B. Obrębski,
VIII Short report on IASS activity and on Symposium in Seul at May 20-23, 2012, J.B. Obrębski
IX FOREWORDS, W. Przybyło, R. Tarczewski, J.B. Obrębski

REVIEWED PAPERS

1. Multi-segment shell structures, J. Abramczyk, PL
2. Free forms of light gauge steel shell structures, J.Abramczyk, PL 
3. Investigations into the modeling of angle brace members, A.M.Barszcz
4. Tensegrity gyrobifastigium, Z. Bieniek, PL
5. Astronomical telescope of Hevelius, model analysis, W. Bober, PL
6. Proposal of frame prefabricated concrete columns and steel beams structural system, W. Bober, D. Fisel, PL
7. Wind presure loading for tall buildings – A case study of Warsaw Trade Tower, M. Cwik, M. Giżejowski, A.M. Goliger, M. Sitek, PL/RPA
8. Importance assessment for sensibility sources for lightweight structures, M. Dytczak, G. Ginda, PL
9. Reliable identification of lightweight structure failure cause-effect chain components, M. Dytczak, G. Ginda, J. Pawlikowski, T.Wojtkiewicz, PL
10. Congressional Pavilion in the Royal Castle in Warsaw – aspects to design, K. Janczura, W. Bober, PL
11. Mechanical characteristics of laminated timber bridges preliminary study, L. Małyszko, A. Rutkiewicz, PL
12. Students’ perspective on the attainment of graduate attributes through the design project, R. Moalosi, M.T. Oladiran, M.A. Giżejowski, J.Uziak, BOTSWANA, PL
13. Some observations on mechanical behaviour of bars with composite cross-sections, J.B. Obrębski, PL
14. Architecture proposed for new church in Fortress Modlin, K.B. Obrębski, J.B. Obrębski, PL
15. Critical points by realization of investment in commercial objects, M.Z. Obrębski, PL
16 .Building design proposal for EIT+ Research Centre in Wrocław, M. Osiecki, PL
17. New design strategies for shaping organic architecture, M. Osiecki, R. Tarczewski, PL
18. Experimental shell roof structure in Maracaibo – Venezuela, M. Pelczarski, PL
19. Comaparative static analysis of two families two-layered octahedron-based geodesic domes, D. Pilarska, PL
20. A method of static calculation and shape of structural system developed by application of principles of superposition, J.Rębielak, PL
21. Review of some structural systems developed recently by help of application of numerical models, J. Rębielak, PL
22. Basis for the application of spongy forms in architecture, R.Tarczewski, PL
23. Technical determinants of realizing organic architectural forms from reinforced concrete elements, R.Tarczewski, PL
24. Movement in sport architecture of Wojciech Zabłocki, W. Zabłocki, PL
25. Football stadium’s prefabricated reinforcement elements design issues, J.Zdziechowski, W.Przybyło, PL

XIX. CONTENTS – LSCE 2013 - Olsztyn

I FOREWORDS, L. Małyszko, R. Tarczewski, J.B. Obrębski
II Dedication for professor J.Z. Pluta, J.B. Obrębski
III Seventieth anniversary of professor Jan B. Obrębski, R. Tarczewski
IV Statute of POC of IASS PCs, R. Tarczewski, J.B. Obrębski
V Short information about LSCE and on IASS Polish Chapters

CHAPTERS

1. A way of shaping light gauge shell structures by putting auxiliary tetrahedral compositions together, J. Abramczyk, PL
2. Examples of application of digital image correlation system aramis for testing of the structural elements, C. Ajdukiewicz, M.Gajewski, R. Winzer, S. Jemioło, PL
3. The class theta modular tensegrity grids based on tetrahedron and triangular prism, Z. Bieniek, PL
4. Passive control of structural vibrations, I. Gołębiowska, W. Sakiewicz, PL
5. Sensitivity analysis of simple random beam models by means of monte carlo methods using variance reduction techniques, J. Górski, M. Oziębło, K. Winkelmann, PL
6. Dynamic analysis of lightweight structure of the roof of arena Czyzyny in Cracow subjected to the wind Fluctuations described by Davenport’s spectrum, K.Grębowski, J.Przewłócki, K.Wild
7. Modular architecture as alternative approach to traditional construction processes, R. Janowicz , B. Konarzewska, J. Przewłócki, PL
8. Calculating columns of significant slenderness using the eurocode 2 and exact methods, K. Klempka, PL
9. Numerical study on punching shear of RC flat slabs: effect of stamp shapes, S. Klovanych, L. Małyszko, PL
10. Static and dynamic characteristic of masonry bridge using laser scanning and finite elements, E. Kowalska, A. Rutkiewicz, L.Małyszko, PL
11. Light-weight construction of demountable hangar with regard to different construction solutions, S.Niewitecki, G. Węcławski, PL
12. Comparison of some critical loadings for seemingly similar bars with composite cross-sections, J.B. Obrębski, PL
13. Analysis of profits by application of the method EV for monitoring realization of running investment project, M.Z. Obrębski, PL
14. Shaping methodology  for the roof structure for building of Supersam designed by Prof. Wacław Zalewski, M. Pelczarski, PL
15. The point estimate method in a reticulated shell reliability analysis, J. Przewłócki, J. Górski, P. Sorn, PL
16. Probabilistic sensitivity of limit states of structures, M. Skowronek, PL
17. An introduction to SFEM reliability analysis of the corrugated steel I-beam girder. D. Sokołowski, M. Kamiński, PL
18. Stochastic fire simulation of the telecommunication tower in ABAQUS by the Response Function Method, M.Strąkowski, M.Kamiński, PL
19. Analysis and design solutions of modern lightweight mullion-transom curtain walls, R. Szmit, M. Bobkowska, PL
20. Influence of lightweight structures used in swimming pools and water parks object on their functionality, Building form and spatial-visual effects indoors, M. Sztafrowski, PL
21. Review of structural systems used as a light roof covering of tennis courts, R. Tarczewski, PL
22. The reasons of considerable deflections of roof trusses in engineering analysis, J. Wojtas, J. Kaczmarek, J. Przewłócki, PL

XX. CONTENTS – LSCE 2014 - Warszawa

For memory of passed away Prof. V.V. Shugaev

I Dedication for professor V.V. Shugaev, B.S. Sokolov, J.B. Obrębski, PL
II Committees of LSCE-2014, J.B. Obrębski, PL
III FOREWORDS, R. Tarczewski, J.B. Obrębski, PL

PART I – MONOGRAPH CHAPTERS – REVIEWED PAPERS

General Lectures

1. Documentation of RC Shell and Spatial Structures, Görün Arun, Turkey
2. Dealing with early age cracking of concrete structures, C. Mircea, Romania
3. Calculation of carrying capacity of reinforced concrete conic shallow shells with basicring on radially movable supports, VV. Shugaev, B.S. Sokolov, Russia
4. Thunderstorm loading and response of structures, G. Solari, Italy

Invited Lectures

5. Fatigue analysis of slender structures under turbulent wind actions, M.P. Repetto, Italy
6. New Structural Technologies for Stadium Roofs, I. G. Siotor, Ch. Schloegl, Canada, Germany
7. A new footbridge to connect Şirinevler district in Istanbul, E. Siviero, A. Stocco, F. Zago, A. Toraro, Italy

Regular Papers

8. Shaping of general forms of shell structures with polyhedral approximaties, J. Abramczyk, PL
9. Some examinations on behavior of profiled sheets freely twisted in a shell, J. Abramczyk, PL
10. A prototype model of deployable tensegrity girder – an experimental study, Z. Bieniek, PL
11. The membrane roof effect on the microclimate of open space of a mall in Katowice, K. Gerlic, PL
12. Damage plasticity model – seismic analysis of structure of the Petronas Twin Towers (Kuala Lumpur) in Malaysia, K. Grębowski, M. Zielińska, PL
13. Study of multi floor concrete skeleton structures of office buildings, Olga Kołodziej, W. Przybyło, PL
14. Problems of surability of reinforced concrete walls tanks, chimneys exposed for chemically active environment, M. Maj, PL
15. Constitutive modelling of elastic brittle-materials, P.Mika, PL
16. Examples of advances analyses for straight bars, J.B. Obrębski, PL
17. Church for Fortress Modlin – some results of analyses, J.B. Obrębski, PL
18. Analysis of influence a choice of management system for investment project on its profitability, M.Z. Obrębski, PL 
19. Shaping ceiling plate structures with no orthogonal rib nets, M. Pelczarski, PL
20. Load-carrying capacity research of groups of bars chosen family two-layered geodesic domes, D. Pilarska, M. Nalepka, J. Skowrońska, PL
21. Mechanical behaviour of larch wood under tension based on own experiments with contactless measurements system, A. Rutkiewicz, E. Kowalska, L. Małyszko, PL
22. SFEM reliability analysis of the corrugated steel I-beam girder with vertical ribs, D. Sokołowski, M. Kamiński, PL
23. Comparative analysis of the single shell steel chimney according to PN-B and PN-EN standards, J. Szafran, K. Baliński, PL
24. Artistic techniques in the shaping of architectural forms, R. Tarczewski, A. Wolska, PL
25. The “double spiral”, Tulip and Conservatory buildings, W. Zabłocki, Ł. Smoleczewski, W. Humięcki, PL
26. Dynamic analysis of lightweight structure of the Viaduct Millau in France subjected to the wind fluctuations described by Karman’s and Davenport’s spectrum, M. Zielińska, K. Grębowski, PL

PART II – JUBILEE CHAPTERS

HISTORY OF IASS POLISH CHAPTERS AND LSCE

27. Information about LSCE, J.B. Obrębski, PL
28. Information about IASS Polish Chapters, J.B. Obrębski, PL
29. List of numbers of papers, authors and members of committees from particular countries, J.B. Obrębski, PL
30. IASS Policy on Chapter Approved at 22 September, 2013, J.B. Obrębski, PL
31. STATUTE of POC of IASS PCs, R. Tarczewski, J.B. Obrębski, PL
31. Short report on IASS Symposium in Brazil at September 15-19, 2014, J.B. Obrębski, PL
33. Contents 1995-2013 – List of papers published in LSCE books, J.B. Obrębski, PL
34. Author index for LSCE books 1995-2014
35. List of general lectures given during LSCE conferences
36. List of members of Honorary, Scientific, Organizing, Committees and Advisory Panel for particular LSCE 1995-2014 

XXI. CONTENTS – LSCE 2015 - Rzeszów

XXII. CONTENTS – LSCE 2016 - Olsztyn

CHAPTERS

I Devices of passive vibration control of building structures, Gołębiowska, M. Dutkiewicz, B. Usewicz
II Lightweight structures in architecture: scenarios for the future, J. Kabrońska
III Design of slender RC columns of annular cross-section according to Eurocode 2 and the improved numerical method, K. Klempa
IV Perforated thin-walled bars – FEM application for deformation of post-critical deformation modes, Ł. Kowalewski, A. Piotrowski, M. Gajewski, S. Jemioło
V Lightweight glass and metal roof structures in the 19th century. Architecture an construction, M. Kwasek, A. Piwek
VI Monitoring of structural vibrations using GNSS and accelerometer data – preliminary tests, L. Małyszko, E. Kowalska, J. Paziewski, A. Rutkiewicz, R. Sieradzki
VII Static response of axially loaded tensegrity prism. Example of using proprietary programming language, L. Małyszko
VIII Comments to selected mechanical analyses of bar structures, J.B. Obrębski
IX Verification and monitoring of housing investments by the Earned Value Method, M.Z. Obrębski
X Diagnostics of geometry and condition of a wooden structures based on point cloud, J. Pawłowicz, P. Bilko, E.Szafranko, S. Sawczyński
XI Some problems of supporting offshore wind turbines, J. Przewłócki, P. Iwicki
XII The impact of material degradation on the resistance and reliability of truss structures, R. Ptaszek, J. Górski, K. Winkelmann
XIII Static, fatigue and dynamic tests of the full-scale hybrid “FRP composite – concrete” bridge girder, M. Rajchel, T. Siwowski
XIV Steel hot-rolled, cold-formed, and hot-finished structural hollow sections – an experimental stability study, J. Szafrn, K. Juszczyk, M. Kamiński
XV Steel lattice tower reliability estimation for serviceability limit state, J. Szafrn, K. Juszczyk, M. Kamiński
XVI Polyurea coating systems: definitione, research, applications, J. Szafrna, A. Matusiak
XVII The quality of measurements of a building taken by means of a 3D scanner, E. Szafranko, J.A. Pawłowicz
XVIII Analysis and design of a steel single-layer geodesic domes, R. Szmit, M. Pawelski
XIX Semi-precast reinforced concrete formwork panels for construction of free-form shells, R. Tarczewski, M Święciak

XXIII LSCE 2017 Bydgoszcz - Contents

CHAPTERS

I Parametric shaping of architectural free forms for building roofed with corrugated shells, A. Prokopska, J. Abramczyk
II Determination of critical forces with corresponding deformation modes for perforated thin-walled bars, Ł Kowalewski, A. Piotrowski, M. Gajewski, S. Jemioło
III On the stochastic fire simulation of the guyed mast by the response function method, M. Strąkowski, M.M. Kamiński
IV Design of tensegrity modules with UHMWPE cables based on experiments and nonlinear behavior, L. Małyszko
V Remarks of finite differences and 3D-time space application, J. B. Obrębski
VI Covers of large areas in the form of octahedron-based spatial bar structures, D. Pilarska
VII Design of steel structures for a given level of reliability using partial safety factors calibration procedure, J. Szafran, K. Juszczyk, M. Kamiński
VIII Structural behaviour and compressive strength of concrete rings strengthened with a polyurea coating system, J. Szafran, A. Matusiak
IX Application of bionic shell forms in the contemporary civil engineering, R. Szmit, J. Chrząszcz
X Riscs influence on section of applied managing system for investment project, M.Z. Obrębski
XI Antigalloping devices on overhead power lines, I. Gołębiowska, M. Dutkiewicz, R. Tews
XII Quadrilateral planarization of free-form surfaces and the Euler’s elastica, R. Tarczewski, M. Święciak
XIII About the modelling of the aluminium telecommunication masts with lattice shaft, P. Pawlaczyk, J. Gajewski, T. Mikulski
XIV Requirements for polytunnels under Polish operating conditions, D. Bajno, R. Tews, A. Grzybowska
XV Arranging the microstructure of pastes for thin-walled reinforced concrete roof structures, Ł. Mrozik