Elsevier S & T

Fourth International Conference on Advances in Steel Structures

Shen, Z Y; Li, G.Q.; Chen, Y.Y.; Zhang, Q.L.; Chan, S.L.

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Table of contents
  • Copyright Pageiv
  • Prefacev
  • International Advisory Committeevii
  • Local Advisory Committeex
  • Local Organizing Committeexii
  • Contentsxiii
  • Volume I1
  • Part 1: Keynote Papers1
  • Chapter 1. Structural Steel Design Codes: Vehicles for Improving Practice or for Implementing Resear3
  • Chapter 2. Direct Strength Design of Hot-Rolled and Cold-Formed Steel Compression Members13
  • Chapter 3. Roof Structure Design of Shanghai South Railway Station21
  • Chapter 4. Some Developments in Tubular Joint Research31
  • Chapter 5. Theory, Design Criteria and Practical Applications of Curved Members in Construction41
  • Chapter 6. On The Treatment of Joint Rotations in Buckling Analyses of Space Frames51
  • Chapter 7. Advanced Analysis for Steel Design: from Theory to Practice61
  • Chapter 8. Failure Mechanism of Reticular Shells Subjected to Dynamic Actions69
  • Chapter 9. Instability Research Of Single Layer Reticulated Shells At Tongji University83
  • Part 2: Beams and Columns94
  • Chapter 10. Simplified Design of Crane Girders with Open Cross Sections Subjected to Biaxial Bending95
  • Chapter 11. Geometric Imperfections in Stainless Steel Cross-Sections105
  • Chapter 12. Flexural-Torsional Buckling of Arches under Directed Or Hydrostatic Loads113
  • Chapter 13. Tests of Aluminum Alloy Circular Hollow Section Compression Members121
  • Chapter 14. Elastic In-Plane Buckling of Circular Tied Steel Arches131
  • Chapter 15. Behaviour and Design of Webs in High Strength Steel under Flexural Loading137
  • Chapter 16. Behaviour of Slender Fabricated High Strength Steel Columns Subjected to Biaxial Bending143
  • Chapter 17. Numerical Simulation of High Strength Steel Lipped Channel Columns149
  • Chapter 18. Ultimate Load-Carrying Capacity of Shuttle-Shaped Box Hollow-Section Column155
  • Chapter 19. The Restraining Requirements for The Buckling-Restrained Brace161
  • Chapter 20. Study on The Out-Of-Plane Stability of Bending Cantilever Beam167
  • Chapter 21. Elastic Stability of Centrally Loaded Partially Restrained Steel I-Sections173
  • Chapter 22. Ductility of Stiffened Steel Box Member179
  • Chapter 23. Load-Carrying Capacity and Application of Locally Buckled Hollow Section Stub185
  • Chapter 24. The Research of The Effective Length for The Column in Stability Analysis of Steel Frame191
  • Chapter 25. Effect of Two Directional Loading on Ductility and Ultimate Strength of Steel Bridge Pie197
  • Chapter 26. Plastic Deformation of Beams in Steel Moment-Resistant Frames Subjected to Strong Earthq203
  • Chapter 27. Experimental and Numerical Analysis on Steel Box-Section Beam-Columns under Cyclic Bendi209
  • Chapter 28. Nonlinear Analysis of Inelastic Steel Frames217
  • Chapter 29. Second-Order Analysis and Design of Pitched-Roof Steel Frames225
  • Chapter 30. Practical Advanced Analysis for Semi-Rigid Frame Design233
  • Chapter 31. Longitudinal Bracings Requirements of Sway Buckling Industrial Frame239
  • Chapter 32. Optimal Design of Special Steel Moment Frames under Extreme Seismic Loading245
  • Chapter 33. Experimental Research and Finite Element Analysis on Steel Frame Structure with New Infi251
  • Chapter 34. Experimental Research on Lateral-Load Resistance of Steel Frames with ALC Out-Hanged and257
  • Chapter 35. The Analysis of Steel Gabled Frames with Flexible Connections263
  • Chapter 36. System Reliability Assessment of Planar Steel Frames269
  • Chapter 37. Topology Optimization of Bracing in Steel Structures By Genetic Algorithm277
  • Chapter 38. Accurate and Simplified Design Method of Staggered Truss System Considering Second-Order283
  • Chapter 39. The Integral Stability Analysis of The Long-Span Tension-Chord Portal Frame289
  • Chapter 40. Characteristics of 3D Steel Subassemblages with Steel RHS Column and Wide Flange Beam St295
  • Chapter 41. Second-Order Analysis for Space Framed Structures with a Gradually Elasto-Plastic Numeri301
  • Chapter 42. Collapse Analysis of 3D Steel Frame By a Fibered Plastic Hinge Method309
  • Chapter 43. Dual System Design of Steel Frames Incorporating Buckling-Restrained Braces315
  • Chapter 44. A Computational Model for Elastic Analysis of Steel Moment Frames with RBS Connection321
  • Chapter 45. Experimental Studies of Frames with Steel-Concrete Composite Beams under Low Reversed Cy327
  • Chapter 46. Experimental and Numerical Studies of Double Storey Scaffolds333
  • Part 3: Space Structures and Shells341
  • Chapter 47. Evaluation of Buckling Strength of Single Layer Reticulated Shells for Design Practice343
  • Chapter 48. Second-Order Codified P-Δ-δ Analysis for Design of Long-Span Roofs Allowing for 0 and351
  • Chapter 49. Introduction of Structures of Some Stadiums and Gymnasiums for Beijing 2008 Olympic Game361
  • Chapter 50. Some Practical Aspects of Modeling Lattice Towers369
  • Chapter 51. The Behavior of Cylindrical Steel Shells Supported on Local Brackets377
  • Chapter 52. Construction of Ma on Shan Indoor Recreation Centre383
  • Chapter 53. Elastic Buckling of Thin Cylindrical Shells under Local Axial Compressive Stresses389
  • Chapter 54. The Inflection Performance Analysis of The Complex Single-Layer Cable Net under Horizont395
  • Chapter 55. Experimental Research and Finite Element Analysis on New Joint of Reticulated Shells401
  • Chapter 56. Study on The Dynamic Capabilities of Arched Corrugated Metal Roof407
  • Chapter 57. Modeling of Cable-Bar Nonlinear Finite Element of Wide-Span Transmission Line System and413
  • Chapter 58. A Study on Dynamic Stability of Elastic Structures By Degree of Stability of Equilibrium417
  • Chapter 59. Experimental Research on Double-Layer Cylinder Composite Grid Shell Structure423
  • Chapter 60. Dynamic Analysis of a Levy Dome429
  • Chapter 61. Theoretical Analysis and Experimental Study on Tensegrity System435
  • Chapter 62. Review of Construction Analysis Methods for Cable-Strut Tensile Structures in China441
  • Chapter 63. A Simple Method for Form Finding of Cable Nets Based on Nonlinear Displacement Analysis447
  • Chapter 64. Stability Analysis of Circular Steel Arches in a Long-Span Spheroidal Shell Structure453
  • Chapter 65. Strengthening Silos and Tanks Against Elephant's Foot Buckling459
  • Part 4: Thin-Walled Structures467
  • Chapter 66. Finite Element Analysis of Cold-Formed Steel Lipped Angle Compression Members469
  • Chapter 67. Experimental and Analytical Study on Stability and Ductility of Thin-Walled Columns unde479
  • Chapter 68. Design and Tests of Cold-Formed Stainless Steel Sections Subjected to Concentrated Beari487
  • Chapter 69. Erosion Effect of Geometrical and Material Imperfections on the Buckling Strength of Thi497
  • Chapter 70. Material Properties of Cold-Formed Thick-Walled Steel505
  • Chapter 71. Analysis of Hysteretic Behavior of Cold-Formed Thin-Wall C Steel Members511
  • Chapter 72. Structural Behaviour of Oval Hollow Sections517
  • Chapter 73. A Study on Bolted Connection of Built-up I-Shaped Member Consisting of Double Thin-Walle523
  • Chapter 74. The Latest Development and Application of Aluminum Alloy Roofing System529
  • Chapter 75. Effect of Cutting on Initial Geometric Imperfections of Cold-Formed Steel Stub Columns w535
  • Part 5: Composite Structures and Hybrid Structures543
  • Chapter 76. Innovative FRP-Steel-Concrete Hybrid Columns545
  • Chapter 77. 3-D Inelastic Analysis of Hollow and Concrete-Filled Steel Columns555
  • Chapter 78. Research on Confined Concrete Filled Tubular (CCFT) Columns563
  • Chapter 79. Nonlinear Finite Element Analysis of SCC Filled Steel Tubular Beams571
  • Chapter 80. Debonding Failure Model for FRP Retrofitted Steel Beams579
  • Chapter 81. Experimental Study on Composite Frame Beam587
  • Chapter 82. Experimental Research on The Bearing Capacity of Axially Loaded Composite Columns with C593
  • Chapter 83. Seismic Behavior of Post-Tensioned Precast Concrete-Filled Tube Segmental Bridge Columns599
  • Chapter 84. Study of Holistic Resistant Behavior of Steel Frame-Concrete Tube Structure of Different605
  • Chapter 85. Ultimate Capacity of Rectangular CFT Columns with High-Strength Concrete611
  • Chapter 86. The Behaviour of Composite Steel Beams with Precast Hollowcore Slabs in Hogging Moment R617
  • Chapter 87. Strength of Slender Steel Reinforced Concrete Composite Columns623
  • Chapter 88. Finite Element Simulation of Cable Sliding in Membrane Pocket629
  • Chapter 89. Inelastic Behavior of a New-Type Cable-Arch Structure635
  • Chapter 90. Longitudinal Shear Strength of Concrete Flanges of Composite Beams641
  • Chapter 91. Hydration Heat and Shrinkage of HSS Columns Filled with Self-Consolidating Concrete647
  • Chapter 92. Cyclic Behaviour of Self-Consolidating Concrete (SCC) Filled HSS Columns653
  • Chapter 93. Flexural Behavior of Steel Tubes Filled with Self-Consolidating Concrete659
  • Chapter 94. Applied Research of Light Steel Rib-Concrete with Dipy Construction Formwork System665
  • Chapter 95. Experimental Study on Concentrically Compressed Stub Columns Reinforced By Concrete Fill671
  • Chapter 96. Theoretical Analysis About Concentrically Compressed Concrete Stub Columns Reinforced By677
  • Chapter 97. The Study on The Restraining Stiffness of Joints of Steel Beams to CFST Column683
  • Chapter 98. Non-Linear Analysis of The Initial Stress Effect on The Behavior of Concrete-Filled Squa689
  • Chapter 99. Spatial Stress Analysis for Large Cantilevered Steel-Concrete Composite Bridge Decks695
  • Chapter 100. Using CFRP to Strengthen Concrete-Filled Steel Tubular Columns: Stub Column Tests701
  • Chapter 101. Steel Tube Confined Concrete Structure Defect Analysis and Construction Control Method707
  • Chapter 102. Experimental Study on Expansive Concrete Filled Steel Tube713
  • Chapter 103. Experimental Research on Shear Resistance of Concrete-Filled Steel Tube723
  • Chapter 104. Steel-Concrete Composite Beams Prestressd By External Cables: Effects at Collapse of Ma729
  • Chapter 105. A Beam Finite Element for The Shear-Lag Analysis of Steel-Concrete Composite Decks735
  • Chapter 106. Dynamic Response of Composite Frames with Rubber-Based Dissipating Devices: Experimenta741
  • Chapter 107. A Beam Element for Steel-Concrete Composite Beams with Shear Lag and Area Load747
  • Part 6: Connections753
  • Chapter 108. Factors Influencing the Cyclic Rotation Capacity of Steel Moment-Resisting Joints755
  • Chapter 109. Numerical Implementation and Calibration of a Hysteretic Model with Pinching for the Cy767
  • Chapter 110. Experiments on New Joints of Concrete Filled Steel Tube Truss775
  • Chapter 111. Non-Linear Finite Element Analysis on Mechanical Properties of Dog-Bone Rigid Connectio781
  • Chapter 112. Modelling of Semi-Rigid Composite Beam-Column Connections with Precast Hollowcore Slabs787
  • Chapter 113. Traditional Versus Innovative Composite Base Column Connections793
  • Chapter 114. Warping and Bimoment Transmission Through Diagonally Stiffened Beam-to-Column Joints799
  • Chapter 115. Simulation and Computation of Welded Joints807
  • Chapter 116. Calculation of The Bearing Capacity of Fillet Welds Depending on The Weld Metal and The813
  • Chapter 117. Experimental Research on Hysteretic Behaviour of Tubular Joints819
  • Chapter 118. Theoretical Analysis and Application Research of The Re-Bar Beam-Column Connection825
  • Chapter 119. Numerical and Experimental Research on Mrfs Connection with Opening on Web Beam831
  • Chapter 120. Stress Intensity Factor (SIF) of Tubular K-Joints under Balanced Axial Load - Part I: P837
  • Chapter 121. A Study on Extended Endplate Bolted Connection of Composite Beam and Continuous Compoun843
  • Chapter 122. A Mechanical Model of Semi-Rigid Beam-to-Column Steel Joints849
  • Chapter 123. Experimental Research on Tightening Sequences and Strain Relaxation of High Strength Bo855
  • Chapter 124. Seismic Behavior of Steel Beam-Column Moment Connections with Composite Effect861
  • Chapter 125. Experimental Research on Hysteretic Behavior of Top-Seat Angles Beam-Column Connections867
  • Chapter 126. Analysis on Housing System of Lightweight Steel Structures and Joint Connection Behavio875
  • Chapter 127. Analysis of Structural Behavior of Beam-to-Column Composite Joints in High-Rising Steel881
  • Chapter 128. Experimental Study on Cast Steel Joint of South Railway Station in Shanghai887
  • Chapter 129. Study of Cast Steel Joints in Pudong Cadre Institute893
  • Chapter 130. Comparison of Stress Concentration Between Dendritic Cast-Steel Joint and Simple Joint899
  • Chapter 131. Seismic Behavior of Steel Beam to Steel Reinforced Concrete(SRC) Column Connections905
  • Chapter 132. Moment Connection of Steel Built-up Column Using Side Plates911
  • Chapter 133. Seismic Design of RBS Moment Connections Strengthened with Welded Inclined Plates917
  • Volume II923
  • Part 1: Fire Resistance923
  • Chapter 1. Recent Improvements on Numerical Methods in Structural Fire Safety925
  • Chapter 2. Investigation of Membrane Action in Model Scale Slabs Subject to High Temperatures933
  • Chapter 3. Design Charts for Concrete Insulation of Structural Steel in Fire941
  • Chapter 4. Alternative Approach for Lateral Torsional Buckling of Unrestrained Beams in Fire949
  • Chapter 5. Feasibility of Utilising Catenary Action to Eliminate Fire Protection to Steel Beams959
  • Chapter 6. Direct Analysis of Steel and Composite Structures Considering the Effects of Fire965
  • Chapter 7. Strength of Steel/Concrete Composite Beam in Fire973
  • Chapter 8. A Numerical Study of Rotational Capacity of Steel Beams in Fire981
  • Chapter 9. Modelling of The Collapse of Large Multi-Storey Steel Frame Structures in Fire991
  • Chapter 10. Equivalence Analysis of Thermal and Mechanical Effects on Steel Members under Fire Condi999
  • Chapter 11. Behavior of Steel-Composite Beams Subjected to Fire1005
  • Chapter 12. Experimental Behaviour of Steel Beam to Concrete-Filled Steel Tubular (CFST) Column Conn1011
  • Chapter 13. Calculations on The Fire Resistance of Steel Reinforced Concrete (SRC) Columns1017
  • Chapter 14. 3-D Finite Element Simulation of The Response of Steel Frames Subjected to Fire1023
  • Chapter 15. Use of Sub-Structuring in Modelling of Composite Building Response to Compartment Fires1029
  • Chapter 16. Finite Element Analysis on Temperature Field of Long-Span Steel Structure under Fire Con1035
  • Chapter 17. High-Temperature Experiments on Joint Component Behaviour1041
  • Chapter 18. Fire Resistance of Concrete-Filled Double Skin Steel Tubular Columns1047
  • Chapter 19. Finite Element Analysis of Concrete Filled Steel Columns in Fire1053
  • Chapter 20. The Design of Fire-Resistant Protection Systems for Structural Steel Members1059
  • Chapter 21. An Experimental Study of Fire Behaviour of a Panel Made of Cold-Formed Thin-Walled Perfo1065
  • Chapter 22. Experimental Research on The Mechanical Properties of Steel After High Temperature1071
  • Chapter 23. The Effect of Connections on Fire Resistance of Axially Restrained Beams1077
  • Chapter 24. Fire Analysis Accounting for Cooling Effects1083
  • Part 2: Fatigue and Fracture1089
  • Chapter 25. Two Studies on the Actual Behaviour and Limit States of Steel Structures1091
  • Chapter 26. The Ultimate Behaviour of Cracked Square Hollow Section T-Joints1099
  • Chapter 27. Current Developments of Support Structures for Wind Turbines in Offshore Environment1107
  • Chapter 28. Considerations of NDT Quality in Fracture-Critical Inspections for Steel Bridges1115
  • Chapter 29. Assessment of Fatigue Reliability of Steel Crane Structures in Service Based on Damage C1121
  • Chapter 30. Stress Concentration Factor (SCF) Test Results of Large-Scale Tubular K-Joints1127
  • Chapter 31. Influence of Crack Tip Shape on Fracture Behaviour of Components1133
  • Chapter 32. Evaluation of Propagation Considering Elasto-Plastic Behavior at Fatigue Crack Tip1139
  • Chapter 33. Numerical Study on Fatigue Repair of Structural Steel with Stop Hole Related Techniques1145
  • Chapter 34. Extended Finite Element Method for Numerical Simulation of Elastoplastic Fatigue Crack P1151
  • Chapter 35. Numerical Modelling of Square Tubular T-Joints with Surface Crack at Corner1159
  • Chapter 36. Research on Area Method of The Fatigue Strength Prediction for Welded Steel Structures1165
  • Chapter 37. The Fatigue Life Curve Prediction Model for Welded Steel Structures Based on Local Metho1171
  • Part 3: Earthquake Resistance1177
  • Chapter 38. Seismic Performance of Steel Plate Shear Wall Frames1179
  • Chapter 39. Proposal of Improvements for a Simplified Seismic Design of Steel Moment-Resisting Frame1187
  • Chapter 40. Mitigation of Soft Storey Failures of RC Structures under Earthquake By Encased Steel Pr1193
  • Chapter 41. Antiseismic Analysis of Double-Layer Grid Shell Structures1199
  • Chapter 42. Aseismic Design of Steel Frames Using Hysteretic Energy Demands1205
  • Chapter 43. Analysis on The Dynamic Stability of Beam String Structures under Earthquake Action1211
  • Chapter 44. Effect of Geometric Non-Linearity and Displacement Control on The Overall Accuracy of Mu1217
  • Chapter 45. Hysteretic Performance of Shear Panel Dampers1223
  • Chapter 46. Research on Seismic Response Property of Cylindrical Latticed-Intersected-Three-Dimensio1229
  • Chapter 47. Numerical Comparison and Optimization of Force and Displacement Based Elements for The A1235
  • Chapter 48. Seismic Performance Upgrading of Steel Arch Bridges Using Brace Dampers Against Longitud1241
  • Chapter 49. Seismic Damage Reduction of Steel Moment Resisting Frames Using Post-Tensioning and Fric1247
  • Chapter 50. Seismic Response and Design of Stainless Steel Frames1253
  • Part 4: Design1259
  • Chapter 51. Comments on Reliability Assessment Methods and Structural Design Codes in the Computer E1261
  • Chapter 52. Design of Steel Chimneys1269
  • Chapter 53. Lightweight, Transparent & Dynamic; Special Steel Structures in China1277
  • Chapter 54. Features of Stability Provisions in the Chinese Design Code GB50017-20031285
  • Chapter 55. Design of Large-Span Portal Frame System1293
  • Chapter 56. Design and Field Test Research of Large Span and Heavy Load Steel-Concrete Composite Ope1299
  • Chapter 57. Deliberation on Safety Concepts Applied in Design Procedures of Steel Structures1305
  • Chapter 58. Optimal Design of Open Cross Sections of Cold-Formed Thin-Walled Beams1311
  • Chapter 59. Design of Ma on Shan Indoor Recreation Centre1317
  • Chapter 60. Study on Application of Staggered Truss System1323
  • Chapter 61. Optimal Design and Buckling Analysis of a Long-Span Steel Truss1329
  • Chapter 62. The Shape Optimization Design of Prestressed Cable-Truss Structure Based on Evolutionary1335
  • Chapter 63. Comparison on Structural Systems for Shanghai Jasper Tower1341
  • Chapter 64. Method for The Design of Light Gauge Steel Frame / Wood Panel Shear Walls1347
  • Chapter 65. Static Design and Cyclic Behaviour of End-Plate Steel and Composite Joints Strengthened1353
  • Chapter 66. Influence of Seismic Design Requirements and Building Period on The Design of Low-Rise S1359
  • Chapter 67. Discussion on Structural Scheme Selection of Super Tall Building1365
  • Part 5: Computations and Structural Analysis1373
  • Chapter 68. Numerical Modelling of Tube and Fitting Access Scaffolding Systems1375
  • Chapter 69. Ultimate Strength of Tapered Steel Plate Girders under Combined Shear and Bending Moment1383
  • Chapter 70. Study on The Regularities of Distribution of Additional Force of Jointless Rails on Brid1389
  • Chapter 71. Column-to-Column Interaction in Buckling of Frame1395
  • Chapter 72. Shear Buckling Stress in Stainless Steel Plate Girders1403
  • Chapter 73. Behavior of Concrete Filled Rectangular Steel Tubes(CFRST) Subjected to Biaxial Eccentri1409
  • Chapter 74. The SIF Formulae for Some Center Cracked Thin-Walled Members1415
  • Chapter 75. The Influence of Column Base Connections on The Stability of Slender Multi-Bay Frame Str1421
  • Chapter 76. The Effects of Surrounding Members on Post-Buckling Behavior of Thin Steel Plate Shear W1427
  • Chapter 77. Ultimate Strength of Stiffened Aluminium Panels Subjected to Axial Compression and Later1433
  • Chapter 78. Nonlinear Analysis of Angle Trusses1439
  • Chapter 79. Nonlinear Finite Element Analysis on Bending Capacity of Composite Slim Beam with Deep D1445
  • Chapter 80. Failure Mechanisms of The Floating Deck Pontoon of an Oil Tank under Concentrated Loads1451
  • Chapter 81. Bearing Stress and Buckling of Webs in Crane Runway Girders under Wheel Loading1457
  • Chapter 82. Structural Behavior of Corrugated Zincalume Thin Shell Metal Elements as a Self-Supporti1463
  • Chapter 83. An Equilibrium Approach for Flexural-Torsional Buckling of Elastic Arches1471
  • Chapter 84. Overall Stability of Long-Span Steel Structure Suspended with Steel Arches1477
  • Chapter 85. Split Rigidity Method for Bending and Vibration Analysis of Circular Three-Way Space Gri1483
  • Chapter 86. Analysis of Static and Dynamic Behaviors of Pre-Stressed Double Layer Space Grids1489
  • Chapter 87. The Effects of The FEM Models on The Dynamic Property and Response Analyses of Transmiss1495
  • Chapter 88. Application of Vectorial Rotational Variables in Large Displacement Analysis of Structur1501
  • Chapter 89. Practical Advanced Analysis for Steel Structures1507
  • Chapter 90. Overall Stability of The Large-Scale Steel Structure of Pudong Institute1515
  • Chapter 91. Stability Behavior of Column-Supported Steel Silos with Engaged Columns1521
  • Chapter 92. Symmetry Limit Theory for Elastic-Perfectly Plastic Structures in The Alternating Plasti1527
  • Part 6: Constructional Steel1533
  • Chapter 93. Effects of Elevated Temperatures on Mechanical Properties of Stainless Steel1535
  • Chapter 94. Analytical Bond Models Between Steel and Normal Modulus CFRP1545
  • Chapter 95. Lateral Torsional Buckling of Rafters in Tank Structures and The Stabilizing Influence o1553
  • Chapter 96. The Effects of Groove Design on Residual Stress Distribution1559
  • Chapter 97. Dynamic Analysis of Soil-Structure Interaction of High-Rise Steel Staggered Truss System1565
  • Chapter 98. Extra High Strength Steel Plasticity-Experimental Work and Constitutive Modelling1571
  • Chapter 99. Residual Stresses in Square Hollow Sections Made of High Strength Steel1577
  • Chapter 100. Double Strap Joint Tests to Determine The Bond Characteristics Between CFRP and Steel P1583
  • Chapter 101. Status and Trends in The Development of Steels Used in Some Important Steel Structures1589
  • Chapter 102. Required Metallurgical Characteristics of Steel for Advanced Steel Intensive Structures1595
  • Chapter 103. Durability of Bluescope Lysaght Steel Framing System1605
  • Chapter 104. Study on Unified Constitutive Relationship of Bondslip Between Steel and Concrete in SR1611
  • Chapter 105. Non-Periodic Spline Finite Strip Analysis for Steel Bridge1619
  • Chapter 106. Effect of Rubber Bearing Ageing on Seismic Response of Base-Isolated Steel Bridges1627
  • Chapter 107. The Design and Experimental Study of the Steel-Concrete Composite Box Girder of a Harp-1633
  • Chapter 108. Design and Stability Analysis of a Special Concrete-Filled Steel Tabular Arch Bridge1639
  • Chapter 109. Design of Main Girder of a Harp Shaped Cable-Stayed Bridge1645
  • Chapter 110. Safety Assessment of Existing Riveted Railway Bridges1651
  • Chapter 111. Loading-Behavior Tracing of an Auxiliary Steel Structure Used for a Long-Span Arch Brid1657
  • Chapter 112. Research and Scale Model Test on the Local Stability of Steel Box Arch Segment of Lupu1663
  • Chapter 113. An Acceleration-Cyclic Corrosion Test of Coating Systems for Steel Bridges1669
  • Chapter 114. Influence of Damping Change on Dynamic Response of Concrete-Filled Steel Tubular Arch B1675
  • Chapter 115. Seismic Retrofitting Highway Truss Bridges1681
  • Part 7: Wind Resistance1687
  • Chapter 116. The Buckling of Thin-Walled Cylinder under Wind-Loading- an Experimental Study1689
  • Chapter 117. Wind Load and Wind-Resistant Analysis Methods for Large Cantilever Planar Canopy Struct1695
  • Chapter 118. The Wind-Induced Vibration Comfort Analysis of Wuhan International Securities Mansion1701
  • Chapter 119. Mean Wind Pressure Coefficients on Gable Roof of Low-Rise Buildings1707
  • Part 8: Vibration1713
  • Chapter 120. LSFD Method for Vibration Analysis of Plates with Free Edges1715
  • Chapter 121. Vibration Evaluation of Lightweight Floors Supported by Cold-Formed Steel Joists1723
  • Chapter 122. Dynamic Response Analysis for Truss Cable Structures1731
  • Chapter 123. Improvement of Dynamic Property of Raft Structure in Vibration Isolation System Through1737
  • Chapter 124. Dynamic Stability Analysis and Vibration Control Study of Tensioned Cable-Truss Structu1743
  • Chapter 125. Damage Detection of a Cracked Column Via a Neural Network Approach1749
  • Chapter 126. Wind Tunnel Tests and Wind-Induced Vibration Analysis on Spherical Domes1755
  • Chapter 127. Research on Damping Isolation to Reduce Vibration and Effectiveness Analysis of Vibrati1761
  • Chapter 128. The Dynamic Characteristic of Complex Form Cable-Truss Supporting System1767
  • Part 9: Late Papers1773
  • Chapter 129. 3D Finite Element Prediction of Angle Bolted Connection with High Strength Steel1775
  • Chapter 130. Characteristics of Wind Load and Wind Resistant Design of membrane Structure Canopy Roo1783
  • Chapter 131. Accurate Determination of the Plastic Collapse Loads of Shells When Using Finite Elemen1789
  • Chapter 132. Fatigue Life Prediction of Out-Of-Plane Gusset Welded Joints with Curvatures1795
  • Chapter 133. Uplift Tests on Column Base Plate Connections1801
  • Chapter 134. Tests to Examine the Effect of Axial Compression on the Rotation Capacity of Square Hol1807
  • Part 10: Late Keynote Papers1813
  • Chapter 135. Stability and Plasticity in Structural Analysis: A New Conceptual Framework1815
  • Chapter 136. Utilization of High Performance Steels in Urban Structures1827
  • Index1835
  • Index of Contributors1835
  • Keyword Index1841
Book details
  • Vendor Elsevier S & T
  • SKU 9780080446370
  • ISBN-13 9780080526324
  • Author Shen, Z Y; Li, G.Q.; Chen, Y.Y.; Zhang, Q.L.; Chan, S.L.
  • Category Technology & Engineering
  • Subject Engineering (General)

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This two volume proceedings contains 11 invited keynote papers, 33 invited papers, and 225 contributed papers presented at the Fourth International Conference on Advances in Steel Structures (ICASS '05) held on 13-15 June 2005 in Shanghai, China.

ICASS provides a forum for discussion and dissemination by researchers and designers of recent advances in the analysis, behaviour, design and construction of steel structures. Contributions to the papers came from 22 countries around the world and cover a wide spectrum of topics including: Constructional Steel, Hybrid Structures, Nonferrous Metals, Analysis of Beams and Columns, Computations, Frames, Design, Space Structures, Fabrication, along with a variety of other key subjects presented at the conference.