LEADER 06318nam 2200757Ia 450 001 9910808845303321 005 20200520144314.0 010 $a1-281-07228-1 010 $a9786611072285 010 $a0-08-052681-0 035 $a(CKB)1000000000384582 035 $a(EBL)316949 035 $a(OCoLC)476109033 035 $a(SSID)ssj0000099205 035 $a(PQKBManifestationID)11109069 035 $a(PQKBTitleCode)TC0000099205 035 $a(PQKBWorkID)10025968 035 $a(PQKB)11745081 035 $a(Au-PeEL)EBL316949 035 $a(CaPaEBR)ebr10206505 035 $a(CaONFJC)MIL107228 035 $a(OCoLC)469636078 035 $a(MiAaPQ)EBC316949 035 $a(EXLCZ)991000000000384582 100 $a20021001d2002 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aAdvances in steel structures$b[electronic resource] $eproceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China$hVolume 2 /$fedited 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 Construction 205 $a1st ed. 210 $aAmsterdam ;$aBoston $cElsevier$d2002 215 $a1 online resource (633 p.) 300 $aDescription based upon print version of record. 311 $a0-08-044017-7 320 $aIncludes bibliographical references and indexes. 327 $aFront 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 Webs 327 $aPart 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 Silos 327 $aChapter 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: Bridges 327 $aChapter 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 Bridge 327 $aChapter 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 Mass 327 $aChapter 32. Traffic-Induced Microvibration Mitigation of High Tech Equipment Inside a Building Using Passive/Active Platform 330 $aThese 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 606 $aBuilding, Iron and steel$vCongresses 606 $aStructural design$vCongresses 606 $aSteel, Structural$vCongresses 615 0$aBuilding, Iron and steel 615 0$aStructural design 615 0$aSteel, Structural 676 $a624.1/821 676 $a624.1821 701 $aChan$b S. L$01633186 701 $aTeng$b J. G$043861 701 $aChung$b K. F$01698361 712 02$aHong Kong Polytechnic University.$bResearch Centre for Advanced Technology in Structural Engineering. 712 02$aHong Kong Institution of Engineers. 712 02$aHong Kong Institute of Steel Construction. 712 12$aInternational Conference on Advances in Steel Structures 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910808845303321 996 $aAdvances in steel structures$94079756 997 $aUNINA