ICSAS '99 - The Fourth International Conference on Steel and Aluminium Structures was a sequel to ICSAS '87 held in Cardiff, UK, to ICSAS '91 held in Singapore and to ICSAS '95 held in Istanbul, Turkey. The objective of the conference was to provide a forum for the discussion of recent findings and developments in the design and construction of various types of steel and aluminium structures.
The conference was concerned with the analysis, modelling and design of light-weight or slender structures in which the primary material is structural steel, stainless or aluminium. The structural analysis papers presented at the conference cover both static and dynamic behaviour, instability behaviour and long-term behaviour under hygrothermal effects. The results of the latest research and development of some new structural products were also presented at the conference. A total of 76 papers and 30 posters were presented at the conference by participants from 36 countries in all 6 continents.
1. Cover image 2. Title page 3. Table of Contents 4. Inside Front Cover 5. Copyright 6. LOCAL ORGANIZING COMMITTEE 7. PREFACE 8. Session A1: STRUCTURAL MODELLING AND ANALYSIS 9. MODELLING, ANALYSIS AND DESIGN OF THIN-WALLED STEEL STRUCTURES 10. STABILITY FUNCTIONS FOR SECOND-ORDER INELASTIC ANALYSIS OF SPACE FRAMES 11. LOCAL, DISTORTIONAL, FLEXURAL AND FLEXURAL-TORSIONAL BUCKLING OF THIN-WALLED COLUMNS 12. Poster Session P1: STRUCTURAL MODELLING AND ANALYSIS 13. BUCKLING BEHAVIOUR OF COLD-FORMED STEEL WALL FRAMES LINED WITH PLASTERBOARD 14. COMPRESSION TESTS OF THIN-WALLED CHANNELS WITH SLOPING EDGE STIFFENERS 15. NUMERICAL ANALYSES ON HIGH CAPACITY STEEL GUARD FENCES SUBJECTED TO VEHICLE COLLISION IMPACT 16. ON THE USE OF THE BUCKLING LENGTH CONCEPT IN THE DESIGN OR SAFETY CHECKING OF STEEL PLANE FRAMES 17. The Elasto/Plastic Behaviour and Load Capacity of a Riveted Aluminium/Steel Combined Member in Bending 18. SHEAR BUCKLING OF BEAM WITH SCAFOLD WEB 19. Session A2: BUCKLING BEHAVIOUR 20. LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED STEEL MEMBERS WITH EDGE STIFFENED FLANGES 21. COLLAPSE BEHAVIOUR OF THIN-WALLED ORTHOTROPIC BEAMS 22. ELASTIC WEB CRIPPLING OF THIN-WALLED COLD FORMED STEEL MEMBERS 23. ELASTIC BUCKLING OF THIN-WALLED MEMBERS WITH CORRUGATED ELEMENTS 24. COMPRESSION BEHAVIOUR OF PERFORATED STEEL WALL STUDS 25. Distortional Buckling of Cold-Formed Steel Storage Rack Sections including Perforations 26. Session A3: BEAM-COLUMNS 27. STABILITY OF COLD-FORMED TUBULAR BEAM-COLUMNS 28. LOAD CARRYING CAPACITY OF THIN-WALLED SHORT COLUMNS 29. ULTIMATE LOAD OF ORTHOTROPIC THIN-WALLED BEAM-COLUMNS 30. COMBINED AXIAL LOAD AND VARYING BENDING MOMENT IN BEAM COLUMNS 31. ANALYSIS OF THIN-WALLED STEEL BEAM-COLUMNS 32. Poster Session P2: SANDWICH STRUCTURES AND DYNAMIC BEHAVIOUR 33. MODELLING OF CONTINUOUS SANDWICH PANELS 34. THE CREEP AND RELAXATION IN SANDWICH PANELS WITH THE VISCOELASTIC CORES 35. IMPACT TESTS ON STEEL AND ALUMINIUM ROAD SIDE COLUMNS 36. VIBRATION OF IMPERFECT SLENDER WEB 37. A CRACKED MODEL FOR FATIGUE DAMAGE DETECTION AND EVALUATION IN STEEL BEAM BRIDGES 38. FATIGUE DAMAGE RETROFITTING OF RIVETED STEEL BRIDGES USING STOP‐HOLES 39. Session A4: ANALYSIS OF SHELLS AND FRAMES 40. BUCKLING OF AXIALLY COMPRESSED CYLINDRICAL SHELLS MADE OF AUSTENITIC STAINLESS STEEL AT AMBIENT AND ELEVATED TEMPERATURES 41. NONLINEAR ANALYSIS OF GENERAL STEEL SKELETAL STRUCTURES — PART I: THEORETICAL ASPECTS 42. NONLINEAR ANALYSIS OF GENERAL STEEL SKELETAL STRUCTURES — PART II: COMPUTER PROGRAM AND PRACTICAL APPLICATIONS 43. PLASTIC DEFORMATION AND LIMIT STATES OF METAL SHELL STRUCTURES WITH INITIAL SHAPE IMPERFECTIONS 44. BUCKLING ANALYSIS OF SHELL TYPE STRUCTURES UNDER LATERAL LOADS 45. STRENGTH OF THIN RECTANGULAR BOX-COLUMNS SUBJECTED TO UNIFORMLY VARYING EDGE DISPLACEMENTS 46. ELASTOPLASTIC SECTIONAL BEHAVIOR OF STEEL MEMBERS UNDER CYCLIC LOADING 47. Session A5: NEW STRUCTURAL PRODUCTS 48. RESEARCH ON COLD FORMED COLUMNS AND JOINTS USING IN MIDDLE-HIGH RISE BUILDINGS 49. FLEXURAL WRINKLING FAILURE OF SANDWICH PANELS WITH FOAM JOINTS 50. DESIGN AND DEVELOPMENT OF A COLD-FORMED LIGHTWEIGHT STEEL BEAM 51. STEEL-BOARD COMPOSITE FLOORS 52. Poster Session P3: NEW STRUCTURAL PRODUCTS 53. DESIGN OF GLULAM ARCHED ROOF STRUCTURES WITH STEEL JOINTS 54. FIXED COLUMN BASES IN ASTRON STRUCTURES 55. NEW STRUCTURAL SOLUTION OF LIGHT-WEIGHT STEEL FRAME SYSTEM, BASED ON THE SIGMA PROFILES 56. DESIGN CONSIDERATIONS FOR LIGHT GAUGE STEEL PROFILES IN BUILDING CONSTRUCTION 57. COMPUTER-AIDED DESIGN OF STEEL STRUCTURES IN MATRIX FORMULATION 58. CONSTRUCTION OF A 60.000 m3 STEEL STORAGE TANK FOR GASOLINE 59. Session A6: DEVELOPMENTS IN DESIGN 60. MULTIMEDIA DATABASE USING JAVA ON INTERNET FOR STEEL STRUCTURES 61. DESIGN OPTIMIZATION OF NONUNIFORM STIFFENED STEEL PLATE GIRDERS - LRFD vs. ASD PROCEDURES 62. DESIGN RULES FOR TANK STRUCTURES DIFFERENT APPROACHES 63. FAILURE MODES OF SLENDER WIND-LOADED CYLINDRICAL SHELLS 64. Laminated Constructions on the Basis of Thin Metal Sheets in Building 65. LOCAL BUCKLING OF HOT-ROLLED AND FABRICATED SECTIONS FILLED WITH CONCRETE 66. Session B1: ALUMINIUM STRUCTURES 67. ALUMINIUM MULLION-TRANSOM CURTAIN WALL SYSTEMS: 3-D F.E.M. MODELLING OF THEIR STRUCTURAL BEHAVIOR 68. COLUMN CURVE FORMULATION FOR ALUMINIUM ALLOYS 69. AN EXPERIMENTAL STUDY OF STRENGTH AND DUCTILITY OF WELDED ALUMINIUM BEAMS 70. PLASTIC DESIGN OF ALUMINIUM MEMBERS ACCORDING TO EC9 71. On the Design of New Tram Vehicles Based on the Alusuisse Hybrid Structural System 72. Session A7: ALUMINIUM AND STAINLESS STEEL STRUCTURES 73. THE STRUCTURAL USE OF ALUMINIUM: DESIGN AND APPLICATION 74. ALUMINIUM BUILDING AND CIVIL ENGINEERING STRUCTURES 75. Design of mechanical fasteners for thin walled Aluminium-structures 76. NUMERICAL MODELLING OF THE BEHAVIOUR OF STAINLESS STEEL MEMBERS IN TESTS 77. Poster Session P4: STRUCTURES AT AMBIENT AND ELEVATED TEMPERATURES 78. EC9 PROVISIONS FOR FLAT INTERNAL ELEMENTS: COMPARISON WITH EXPERIMENTAL RESULTS 79. STAINLESS STEEL COMPRESSION MEMBERS EXPOSED TO FIRE 80. TESTS ON COLD-FORMED AND WELDED STAINLESS STEEL MEMBERS 81. MODELLING OF THE CYCLIC BEHAVIOUR OF BOLTED TEE-STUBS 82. A NEW METHOD FOR THE CHARACTERISATION OF THE FIRE PROTECTION MATERIALS 83. BLOATING FLAME-RETARDANT COATINGS ON THE BASIS OF VERMICULITE FOR STEEL BUILDINGS CONSTRUCTION 84. FIRE RESISTIVITY OF STEEL AND ALUMINIUM CONSTRUCTIONS PROTECTED BY A BLOATED COATING 85. Session A8: CONNECTIONS 86. New Design Provisions for Cold-Formed Steel Bolted Connections 87. LOAD-SHARING OF PRESS-JOINTS IN THIN-WALLED STEEL STRUCTURES 88. STATIC AND CYCLIC SHEAR BEHAVIOUR ANALYSIS OF THE ROSETTE-JOINT 89. STUDY ON THE BEHAVIOUR OF A NEW LIGHT-WEIGHT STEEL ROOF TRUSS 90. BEARING DESIGN OF COLD FORMED STEEL BOLTED CONNECTIONS 91. PULLOVER STRENGTH OF TRAPEZOIDAL STEEL CLADDINGS 92. INVESTIGATION OF THE CAUSES OF THE COLLAPSE OF A LARGE SPAN STRUCTURE 93. Session B2: ALUMINIUM AND STAINLESS STEEL STRUCTURES 94. COLUMN CURVES FOR STAINLESS STEEL ALLOYS 95. A PARAMETRIC STUDY ON THE ROTATIONAL CAPACITY OF ALUMINIUM BEAMS USING NON-LINEAR FEM 96. ALUMINIUM TUBES FLATTENED (STAMPED) ENDS SUBJECTED TO COMPRESSION - A THEORETICAL AND EXPERIMENTAL ANALYSIS 97. INTERPRETATIVE MODELS FOR ALUMINIUM ALLOY CONNECTIONS 98. LOCAL BUCKLING OF ALUMINIUM CHANNELS UNDER UNIFORM COMPRESSION: EXPERIMENTAL ANALYSIS 99. LOCAL IMPACT ON ALUMINIUM PLATING 100. CREEP BUCKLING OF METAL COLUMNS AT ELEVATED TEMPERATURES 101. Session A9: DESIGN FOR HYGROTHERMAL, VIBRATION AND FIRE EFFECTS 102. DESIGN FOR HYGROTHERMAL PERFORMANCE AND DURABILITY OF INSULATED SHEET METAL STRUCTURES 103. LONG-TERM PERFORMANCE OF LIGHT-GAUGE STEEL - FRAMED ENVELOPE STRUCTURES 104. SUBSTITUTION OF TIMBER BY STEEL FOR ROOF STRUCTURES OF SINGLE- FAMILY HOMES 105. VIBRATION PERFORMANCE TESTS FOR LIGHT-WEIGHT STEEL-JOIST FLOORS 106. SIGNIFICANCE OF LOCAL BUCKLING FOR STEEL FRAMES UNDER FIRE CONDITIONS 107. Poster Session P5: COMPOSITE STRUCTURES 108. ELASTOPLASTIC LARGE DEFORMATION ANALYSIS OF CONCRETE‐FILLED TUBULAR COLUMNS 109. RESISTANCE OF COMPOSITE SECTION TO AXIAL LOADS AND BENDING: DESIGN AND ANALYSIS 110. LIGHT-WEIGHT HOLLOW CONCRETE-FILLED STEEL TUBULAR MEMBERS IN BENDING 111. AN “EXACT” FINITE ELEMENT MODEL FOR THE LINEAR ANALYSIS OF CONTINUOUS COMPOSITE BEAMS WITH FLEXIBLE SHEAR CONNECTIONS 112. Session A10: SPECIAL FEATURES IN MODELLING AND DESIGN 113. BEHAVIOUR OF A STRUCTURAL SHEET STEEL AT FIRE TEMPERATURES 114. PERFORATED COLD FORMED STEEL C-SECTIONS SUBJECTED TO SHEAR (EXPERIMENTAL RESULTS) 115. CARRYING CAPACITY OF GIRDERS WITH CORRUGATED WEBS 116. AN EXAMINATION OF WEB CRUSHING IN THIN-WALLED BEAMS. 117. EXPERIMENTAL INVESTIGATIONS AND MODELLING OF STEEL GRIDS 118. ULTIMATE STRENGTH AND BEHAVIOR OF WELDED CURVED ARCH BRIDGES 119. Session B3: RESPONSE TO DYNAMIC AND ALTERNATING LOADS 120. BEHAVIOR OF STEEL PIERS SUBJECTED TO VEHICLE COLLISION IMPACT 121. STABILITY ANALYSIS OF BRIDGE PIERS SUBJECTED TO CYCLIC LOADING 122. FATIGUE STRENGTH OF LONGITUDINAL JOINTS FOR ALL STEEL SANDWICH PANELS 123. LOCAL AND OVERALL INTERACTION BUCKLING OF STEEL COLUMNS UNDER CYCLIC LOADING 124. STEEL SHEAR PANELS FOR ANTI-SEISMIC ELEMENTS 125. RESULTS FROM LOW CYCLE FATIGUE TESTING 126. KEYWORD INDEX 127. AUTHOR INDEX
ICSAS '99 - The Fourth International Conference on Steel and Aluminium Structures was a sequel to ICSAS '87 held in Cardiff, UK, to ICSAS '91 held in Singapore and to ICSAS '95 held in Istanbul, Turkey. The objective of the conference was to provide a forum for the discussion of recent findings and developments in the design and construction of various types of steel and aluminium structures.
The conference was concerned with the analysis, modelling and design of light-weight or slender structures in which the primary material is structural steel, stainless or aluminium. The structural analysis papers presented at the conference cover both static and dynamic behaviour, instability behaviour and long-term behaviour under hygrothermal effects. The results of the latest research and development of some new structural products were also presented at the conference. A total of 76 papers and 30 posters were presented at the conference by participants from 36 countries in all 6 continents.
1. Cover image 2. Title page 3. Table of Contents 4. Inside Front Cover 5. Copyright 6. LOCAL ORGANIZING COMMITTEE 7. PREFACE 8. Session A1: STRUCTURAL MODELLING AND ANALYSIS 9. MODELLING, ANALYSIS AND DESIGN OF THIN-WALLED STEEL STRUCTURES 10. STABILITY FUNCTIONS FOR SECOND-ORDER INELASTIC ANALYSIS OF SPACE FRAMES 11. LOCAL, DISTORTIONAL, FLEXURAL AND FLEXURAL-TORSIONAL BUCKLING OF THIN-WALLED COLUMNS 12. Poster Session P1: STRUCTURAL MODELLING AND ANALYSIS 13. BUCKLING BEHAVIOUR OF COLD-FORMED STEEL WALL FRAMES LINED WITH PLASTERBOARD 14. COMPRESSION TESTS OF THIN-WALLED CHANNELS WITH SLOPING EDGE STIFFENERS 15. NUMERICAL ANALYSES ON HIGH CAPACITY STEEL GUARD FENCES SUBJECTED TO VEHICLE COLLISION IMPACT 16. ON THE USE OF THE BUCKLING LENGTH CONCEPT IN THE DESIGN OR SAFETY CHECKING OF STEEL PLANE FRAMES 17. The Elasto/Plastic Behaviour and Load Capacity of a Riveted Aluminium/Steel Combined Member in Bending 18. SHEAR BUCKLING OF BEAM WITH SCAFOLD WEB 19. Session A2: BUCKLING BEHAVIOUR 20. LOCAL AND DISTORTIONAL BUCKLING OF COLD-FORMED STEEL MEMBERS WITH EDGE STIFFENED FLANGES 21. COLLAPSE BEHAVIOUR OF THIN-WALLED ORTHOTROPIC BEAMS 22. ELASTIC WEB CRIPPLING OF THIN-WALLED COLD FORMED STEEL MEMBERS 23. ELASTIC BUCKLING OF THIN-WALLED MEMBERS WITH CORRUGATED ELEMENTS 24. COMPRESSION BEHAVIOUR OF PERFORATED STEEL WALL STUDS 25. Distortional Buckling of Cold-Formed Steel Storage Rack Sections including Perforations 26. Session A3: BEAM-COLUMNS 27. STABILITY OF COLD-FORMED TUBULAR BEAM-COLUMNS 28. LOAD CARRYING CAPACITY OF THIN-WALLED SHORT COLUMNS 29. ULTIMATE LOAD OF ORTHOTROPIC THIN-WALLED BEAM-COLUMNS 30. COMBINED AXIAL LOAD AND VARYING BENDING MOMENT IN BEAM COLUMNS 31. ANALYSIS OF THIN-WALLED STEEL BEAM-COLUMNS 32. Poster Session P2: SANDWICH STRUCTURES AND DYNAMIC BEHAVIOUR 33. MODELLING OF CONTINUOUS SANDWICH PANELS 34. THE CREEP AND RELAXATION IN SANDWICH PANELS WITH THE VISCOELASTIC CORES 35. IMPACT TESTS ON STEEL AND ALUMINIUM ROAD SIDE COLUMNS 36. VIBRATION OF IMPERFECT SLENDER WEB 37. A CRACKED MODEL FOR FATIGUE DAMAGE DETECTION AND EVALUATION IN STEEL BEAM BRIDGES 38. FATIGUE DAMAGE RETROFITTING OF RIVETED STEEL BRIDGES USING STOP‐HOLES 39. Session A4: ANALYSIS OF SHELLS AND FRAMES 40. BUCKLING OF AXIALLY COMPRESSED CYLINDRICAL SHELLS MADE OF AUSTENITIC STAINLESS STEEL AT AMBIENT AND ELEVATED TEMPERATURES 41. NONLINEAR ANALYSIS OF GENERAL STEEL SKELETAL STRUCTURES — PART I: THEORETICAL ASPECTS 42. NONLINEAR ANALYSIS OF GENERAL STEEL SKELETAL STRUCTURES — PART II: COMPUTER PROGRAM AND PRACTICAL APPLICATIONS 43. PLASTIC DEFORMATION AND LIMIT STATES OF METAL SHELL STRUCTURES WITH INITIAL SHAPE IMPERFECTIONS 44. BUCKLING ANALYSIS OF SHELL TYPE STRUCTURES UNDER LATERAL LOADS 45. STRENGTH OF THIN RECTANGULAR BOX-COLUMNS SUBJECTED TO UNIFORMLY VARYING EDGE DISPLACEMENTS 46. ELASTOPLASTIC SECTIONAL BEHAVIOR OF STEEL MEMBERS UNDER CYCLIC LOADING 47. Session A5: NEW STRUCTURAL PRODUCTS 48. RESEARCH ON COLD FORMED COLUMNS AND JOINTS USING IN MIDDLE-HIGH RISE BUILDINGS 49. FLEXURAL WRINKLING FAILURE OF SANDWICH PANELS WITH FOAM JOINTS 50. DESIGN AND DEVELOPMENT OF A COLD-FORMED LIGHTWEIGHT STEEL BEAM 51. STEEL-BOARD COMPOSITE FLOORS 52. Poster Session P3: NEW STRUCTURAL PRODUCTS 53. DESIGN OF GLULAM ARCHED ROOF STRUCTURES WITH STEEL JOINTS 54. FIXED COLUMN BASES IN ASTRON STRUCTURES 55. NEW STRUCTURAL SOLUTION OF LIGHT-WEIGHT STEEL FRAME SYSTEM, BASED ON THE SIGMA PROFILES 56. DESIGN CONSIDERATIONS FOR LIGHT GAUGE STEEL PROFILES IN BUILDING CONSTRUCTION 57. COMPUTER-AIDED DESIGN OF STEEL STRUCTURES IN MATRIX FORMULATION 58. CONSTRUCTION OF A 60.000 m3 STEEL STORAGE TANK FOR GASOLINE 59. Session A6: DEVELOPMENTS IN DESIGN 60. MULTIMEDIA DATABASE USING JAVA ON INTERNET FOR STEEL STRUCTURES 61. DESIGN OPTIMIZATION OF NONUNIFORM STIFFENED STEEL PLATE GIRDERS - LRFD vs. ASD PROCEDURES 62. DESIGN RULES FOR TANK STRUCTURES DIFFERENT APPROACHES 63. FAILURE MODES OF SLENDER WIND-LOADED CYLINDRICAL SHELLS 64. Laminated Constructions on the Basis of Thin Metal Sheets in Building 65. LOCAL BUCKLING OF HOT-ROLLED AND FABRICATED SECTIONS FILLED WITH CONCRETE 66. Session B1: ALUMINIUM STRUCTURES 67. ALUMINIUM MULLION-TRANSOM CURTAIN WALL SYSTEMS: 3-D F.E.M. MODELLING OF THEIR STRUCTURAL BEHAVIOR 68. COLUMN CURVE FORMULATION FOR ALUMINIUM ALLOYS 69. AN EXPERIMENTAL STUDY OF STRENGTH AND DUCTILITY OF WELDED ALUMINIUM BEAMS 70. PLASTIC DESIGN OF ALUMINIUM MEMBERS ACCORDING TO EC9 71. On the Design of New Tram Vehicles Based on the Alusuisse Hybrid Structural System 72. Session A7: ALUMINIUM AND STAINLESS STEEL STRUCTURES 73. THE STRUCTURAL USE OF ALUMINIUM: DESIGN AND APPLICATION 74. ALUMINIUM BUILDING AND CIVIL ENGINEERING STRUCTURES 75. Design of mechanical fasteners for thin walled Aluminium-structures 76. NUMERICAL MODELLING OF THE BEHAVIOUR OF STAINLESS STEEL MEMBERS IN TESTS 77. Poster Session P4: STRUCTURES AT AMBIENT AND ELEVATED TEMPERATURES 78. EC9 PROVISIONS FOR FLAT INTERNAL ELEMENTS: COMPARISON WITH EXPERIMENTAL RESULTS 79. STAINLESS STEEL COMPRESSION MEMBERS EXPOSED TO FIRE 80. TESTS ON COLD-FORMED AND WELDED STAINLESS STEEL MEMBERS 81. MODELLING OF THE CYCLIC BEHAVIOUR OF BOLTED TEE-STUBS 82. A NEW METHOD FOR THE CHARACTERISATION OF THE FIRE PROTECTION MATERIALS 83. BLOATING FLAME-RETARDANT COATINGS ON THE BASIS OF VERMICULITE FOR STEEL BUILDINGS CONSTRUCTION 84. FIRE RESISTIVITY OF STEEL AND ALUMINIUM CONSTRUCTIONS PROTECTED BY A BLOATED COATING 85. Session A8: CONNECTIONS 86. New Design Provisions for Cold-Formed Steel Bolted Connections 87. LOAD-SHARING OF PRESS-JOINTS IN THIN-WALLED STEEL STRUCTURES 88. STATIC AND CYCLIC SHEAR BEHAVIOUR ANALYSIS OF THE ROSETTE-JOINT 89. STUDY ON THE BEHAVIOUR OF A NEW LIGHT-WEIGHT STEEL ROOF TRUSS 90. BEARING DESIGN OF COLD FORMED STEEL BOLTED CONNECTIONS 91. PULLOVER STRENGTH OF TRAPEZOIDAL STEEL CLADDINGS 92. INVESTIGATION OF THE CAUSES OF THE COLLAPSE OF A LARGE SPAN STRUCTURE 93. Session B2: ALUMINIUM AND STAINLESS STEEL STRUCTURES 94. COLUMN CURVES FOR STAINLESS STEEL ALLOYS 95. A PARAMETRIC STUDY ON THE ROTATIONAL CAPACITY OF ALUMINIUM BEAMS USING NON-LINEAR FEM 96. ALUMINIUM TUBES FLATTENED (STAMPED) ENDS SUBJECTED TO COMPRESSION - A THEORETICAL AND EXPERIMENTAL ANALYSIS 97. INTERPRETATIVE MODELS FOR ALUMINIUM ALLOY CONNECTIONS 98. LOCAL BUCKLING OF ALUMINIUM CHANNELS UNDER UNIFORM COMPRESSION: EXPERIMENTAL ANALYSIS 99. LOCAL IMPACT ON ALUMINIUM PLATING 100. CREEP BUCKLING OF METAL COLUMNS AT ELEVATED TEMPERATURES 101. Session A9: DESIGN FOR HYGROTHERMAL, VIBRATION AND FIRE EFFECTS 102. DESIGN FOR HYGROTHERMAL PERFORMANCE AND DURABILITY OF INSULATED SHEET METAL STRUCTURES 103. LONG-TERM PERFORMANCE OF LIGHT-GAUGE STEEL - FRAMED ENVELOPE STRUCTURES 104. SUBSTITUTION OF TIMBER BY STEEL FOR ROOF STRUCTURES OF SINGLE- FAMILY HOMES 105. VIBRATION PERFORMANCE TESTS FOR LIGHT-WEIGHT STEEL-JOIST FLOORS 106. SIGNIFICANCE OF LOCAL BUCKLING FOR STEEL FRAMES UNDER FIRE CONDITIONS 107. Poster Session P5: COMPOSITE STRUCTURES 108. ELASTOPLASTIC LARGE DEFORMATION ANALYSIS OF CONCRETE‐FILLED TUBULAR COLUMNS 109. RESISTANCE OF COMPOSITE SECTION TO AXIAL LOADS AND BENDING: DESIGN AND ANALYSIS 110. LIGHT-WEIGHT HOLLOW CONCRETE-FILLED STEEL TUBULAR MEMBERS IN BENDING 111. AN “EXACT” FINITE ELEMENT MODEL FOR THE LINEAR ANALYSIS OF CONTINUOUS COMPOSITE BEAMS WITH FLEXIBLE SHEAR CONNECTIONS 112. Session A10: SPECIAL FEATURES IN MODELLING AND DESIGN 113. BEHAVIOUR OF A STRUCTURAL SHEET STEEL AT FIRE TEMPERATURES 114. PERFORATED COLD FORMED STEEL C-SECTIONS SUBJECTED TO SHEAR (EXPERIMENTAL RESULTS) 115. CARRYING CAPACITY OF GIRDERS WITH CORRUGATED WEBS 116. AN EXAMINATION OF WEB CRUSHING IN THIN-WALLED BEAMS. 117. EXPERIMENTAL INVESTIGATIONS AND MODELLING OF STEEL GRIDS 118. ULTIMATE STRENGTH AND BEHAVIOR OF WELDED CURVED ARCH BRIDGES 119. Session B3: RESPONSE TO DYNAMIC AND ALTERNATING LOADS 120. BEHAVIOR OF STEEL PIERS SUBJECTED TO VEHICLE COLLISION IMPACT 121. STABILITY ANALYSIS OF BRIDGE PIERS SUBJECTED TO CYCLIC LOADING 122. FATIGUE STRENGTH OF LONGITUDINAL JOINTS FOR ALL STEEL SANDWICH PANELS 123. LOCAL AND OVERALL INTERACTION BUCKLING OF STEEL COLUMNS UNDER CYCLIC LOADING 124. STEEL SHEAR PANELS FOR ANTI-SEISMIC ELEMENTS 125. RESULTS FROM LOW CYCLE FATIGUE TESTING 126. KEYWORD INDEX 127. AUTHOR INDEX
