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Record Nr. |
UNINA9910808845303321 |
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Titolo |
Advances in steel structures [[electronic resource] ] : proceedings of the Third International Conference on Advances in Steel Structures, 9-11 December 2002, Hong Kong, China . Volume 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 Construction |
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Pubbl/distr/stampa |
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Amsterdam ; ; Boston, : Elsevier, 2002 |
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ISBN |
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1-281-07228-1 |
9786611072285 |
0-08-052681-0 |
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Edizione |
[1st ed.] |
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Descrizione fisica |
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1 online resource (633 p.) |
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Altri autori (Persone) |
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ChanS. L |
TengJ. G |
ChungK. F |
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Disciplina |
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Soggetti |
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Building, Iron and steel |
Structural design |
Steel, Structural |
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Lingua di pubblicazione |
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Formato |
Materiale a stampa |
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Livello bibliografico |
Monografia |
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Note generali |
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Description based upon print version of record. |
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Nota di bibliografia |
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Includes bibliographical references and indexes. |
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Nota di contenuto |
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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 Webs |
Part II: ShellsChapter 6. An Efficient Strategy for the Evaluation of the Reliability of 3D Shells in Case of Non Linear Buckling; Chapter 7. Case |
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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 |
Chapter 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 |
Chapter 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 |
Chapter 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 |
Chapter 32. Traffic-Induced Microvibration Mitigation of High Tech Equipment Inside a Building Using Passive/Active Platform |
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Sommario/riassunto |
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These 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 |
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