06318nam 2200757Ia 450 991080884530332120200520144314.01-281-07228-197866110722850-08-052681-0(CKB)1000000000384582(EBL)316949(OCoLC)476109033(SSID)ssj0000099205(PQKBManifestationID)11109069(PQKBTitleCode)TC0000099205(PQKBWorkID)10025968(PQKB)11745081(Au-PeEL)EBL316949(CaPaEBR)ebr10206505(CaONFJC)MIL107228(OCoLC)469636078(MiAaPQ)EBC316949(EXLCZ)99100000000038458220021001d2002 uy 0engur|n|---|||||txtccrAdvances in steel structures[electronic resource] proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, ChinaVolume 2 /edited by S.L. Chan, J.G. Teng and K.F. Chung ; organized by Research Centre for Advanced Technology in Structural Engineering, Department of Civil and Structural Engineering, the Hong Kong Polytechnic University ; sponsored by the Hong Kong Institution of Engineers, the Hong Kong Institution of Steel Construction1st ed.Amsterdam ;Boston Elsevier20021 online resource (633 p.)Description based upon print version of record.0-08-044017-7 Includes bibliographical references and indexes.Front Cover; ADVANCES IN STEEL STRUCTURES; Copyright Page; CONTENTS; Preface; International Scientific Committee; Conference Advisory Committee; Conference Organizing Committee; Part I: Plates; Chapter 1. Numerical Modelling of Stainless Steel Plates; Chapter 2. Local Buckling of Biaxially Compressed Steel Plates in Double Skin Composite Panels; Chapter 3. Ductility of High Performance Steel Rectangular Plates Under Uniaxial Compression; Chapter 4. Shear-Carrying Capacity of Steel Plate Shear Wall with Cross Stiffeners; Chapter 5. Elastic Critical Moments of I Sections with Very Slender WebsPart II: ShellsChapter 6. An Efficient Strategy for the Evaluation of the Reliability of 3D Shells in Case of Non Linear Buckling; Chapter 7. Case Study of a Medium-Length Silo Under Wind Loading; Chapter 8. Buckling of Thin Pressurized Cylindrical Shells Under Bending Load; Chapter 9. Stability of Thin-Walled Cylindrical Shells Subjected to Lateral Patch Loads; Chapter 10. Buckling of Circular Steel Silos Subject to Eccentric Discharge Pressures-Part I; Chapter 11. Buckling of Circular Steel Silos Subject to Eccentric Discharge Pressures-Part II; Chapter 12. Aspects of Corrugated SilosChapter 13. Buckling Experiments on Transition Rings in Elevated Steel SilosChapter 14. Buckling Strength of Cylinders with a Consistent Residual Stress; Chapter 15. Buckling Behaviour of Extensively-Welded Steel Cylinders Under Axial Compression; Chapter 16. Experiment on a Model Steel Base Shell of the Comshell Roof System; Chapter 17. Effect of Cracks on Vibration, Buckling and Parametric Instability of Cylindrical Shells; Chapter 18. An Experimental Study for Seismic Reinforcement Method on Existing Cylindrical Steel Piers by Welded Rectangular Steel Plates; Part III: BridgesChapter 19. Metal Forms Replace Reinforcement in Bridge Deck SlabsChapter 20. Analysis of the Camber at Prestressing of a New Kind of Composite Railway Bridge Deck; Chapter 21. Evaluation of Typhoon Induced Fatigue Damage Using Health Monitoring Data; Chapter 22. Fatigue Stress Analysis of Suspension Bridges Using FEM; Chapter 23. Curved Steel Box-Girder Bridges at Construction Phase; Chapter 24. Numerical Study of Characteristic Behavior of Steel Plate Girder Bridges; Chapter 25. Nonlinear Seismic Response Analysis of a Deck-Type Steel Arch BridgeChapter 26. The Unit Load Method - Some Recent ApplicationsChapter 27. Global Analysis of Steel and Composite Highway Bridges - Development of Improved Spatial Beam Models; Part IV: Dynamics; Chapter 28. Field Comparative Tests of Cable Vibration Control Using Magnetorheological (MR) Dampers in Single- and Twin-Damper Setups; Chapter 29. Evaluation of Ride Comfort of Road Vehicles Running on a Cable-Stayed Bridge Under Crosswind; Chapter 30. Comparison of Buffeting Response of a Suspension Bridge Between Analysis and Aeroelastic Test; Chapter 31. Dynamic Response of the Cable to Moving MassChapter 32. Traffic-Induced Microvibration Mitigation of High Tech Equipment Inside a Building Using Passive/Active PlatformThese two volumes of proceedings contain nine invited keynote papers and 130 contributed papers presented at the Third International Conference on Advances in Steel Structures (ICASS '02) held on 9-11 December 2002 in Hong Kong, China. The conference is a sequel to the First and the Second International Conferences on Advances in Steel Structures held in Hong Kong in December 1996 and 1999. The conference provides a forum for discussion and dissemination by researchers and designers of recent advances in the analysis, behaviour, design and construction of steel structures. Papers were Building, Iron and steelCongressesStructural designCongressesSteel, StructuralCongressesBuilding, Iron and steelStructural designSteel, Structural624.1/821624.1821Chan S. L1633186Teng J. G43861Chung K. F1698361Hong Kong Polytechnic University.Research Centre for Advanced Technology in Structural Engineering.Hong Kong Institution of Engineers.Hong Kong Institute of Steel Construction.International Conference on Advances in Steel StructuresMiAaPQMiAaPQMiAaPQBOOK9910808845303321Advances in steel structures4079756UNINA