UID:
almafu_9960072188702883
Umfang:
1 online resource (447 p.)
Ausgabe:
1st ed.
ISBN:
1-281-03673-0
,
9786611036737
,
0-08-054162-3
Inhalt:
The near-field earthquake which struck the Hanshin-Awaji area of Japan before dawn on January 17, 1995, in addition to snatching away the lives of more than 6,000 people, inflicted horrendous damage on the region's infrastructure, including the transportation, communication and lifeline supply network and, of course, on buildings, too. A year earlier, the San Fernando Valley area of California had been hit by another near-field quake, the Northridge Earthquake, which dealt a similarly destructive blow to local infrastructures. Following these two disasters, structural engineers and researchers
Anmerkung:
Selections from the proceedings of the Fifth International Colloquium on Stability and Ductility of Steel Structures, held in Nagoya, Japan, July, 1997.
,
"Pergamon"--Cover.
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Front Cover; Stability And Ductility of Steel Structures; Copyright Page; Contents; Foreword; Preface; Part 1: State-of-the-Art; Chapter 1. History of Research and Practice of the Stability of Steel Structures in the Twentieth Century; Part 2: Beams and Beam-Columns; Chapter 2. Multiple Design Curves for Beam Lateral Buckling; Chapter 3. Restraint of Beams by Trapezoidally Sheeting Using Different Types of Connection; Chapter 4. Elasto-Plastic Behavior of Laterally-Braced Compression Members
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Chapter 5. Inelastic Behavior of Steel Beam-Columns Subject to Varying Axial Force and Cyclic Bending MomentPart 3: Steel and Composite Frames; Chapter 6. Inelastic Buckling Strength of Portal Frames Subjected to Beam Loads; Chapter 7. Steady-State Limit Analysis of Framed Structures Using Incremental Perturbation Method; Chapter 8. A Simplified Analysis of Steel Frames Fail by Local and Global Instability; Chapter 9. Analysis of Nonlinear Behavior of Steel Frames under Local Fire Conditions
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Chapter 10. Effects of Viscous Damping Models, Hysteretic Models and Ground Motion Characteristics on Seismic P-Delta Strength Amplification FactorsChapter 11. Quasi-Static Cyclic and Pseudo-Dynamic Tests on Composite Substructures with Softening Behaviour; Chapter 12. Pseudo-Dynamic Tests and Analysis on Semi-Rigidly Jointed Steel Frames; Chapter 13. Recent Achievements in Substructuring On-Line Pseudodynamic Tests at IIS; Chapter 14. Design of Steel Structures with LRFD Using Advanced Analysis; Chapter 15. Deformation and Ductility Demands in Steel Moment Frame Structures
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Chapter 16. Ductility Demand Associated with Seismic InputChapter 17. Seismic Design by Plastic Analysis; Chapter 18. Moment Redistribution and Joint Detailing Issues in the Design of Composite Frames; Part 4: Plates and Plated Structures; Chapter 19. Ultimate Strength of Biaxially Loaded Plates; Chapter 20. Influence of Welding on the Stability of Aluminium Thin Plates; Chapter 21. A Design Study of the Patch Load Instability Phenomenon; Part 5: Shells; Chapter 22. Evaluation of Collapse Loads of Reticulated Domes under Seismic Motions
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Chapter 23. Plastic Buckling of Transition Ringbeams in Steel Silos and TanksPart 6: Connections; Chapter 24. Behaviour of Steel Beam-to-Column Joints under Cyclic Reversal Loading: An Experimental Study; Chapter 25. A Design Model for Bolted Composite Semi-Rigid Connections; Part 7: Bridge and Bridge Piers; Chapter 26. Failure Mechanism of Steel Box Piers under Cyclic Loading; Chapter 27. Nonlinear Dynamic Response of Thin Circular Steel Tubes; Chapter 28. Ductility Improvement of Steel Columns with Corner Plates Based on Large-Scale Cyclic Loading Tests
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Chapter 29. Cyclic Instability of Columns with Variable Cross-Section Due to Combination of Collapse Mechanisms
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English
Weitere Ausg.:
ISBN 0-08-043320-0
Sprache:
Englisch
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