Advances in steel structures : proceedings of the fourth International Conference on Advances in Steel Structures, 13-15 June 2005, Shanghai, China /

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 dissem...

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Bibliographic Details
Call Number:Libro Electrónico
Corporate Author: International Conference on Advances in Steel Structures Shanghai, China
Other Authors: Shen, Z. Y. (Zu-yan) (Editor), Li, G. Q. (Editor), Chan, S. L. (Editor)
Format: Electronic Conference Proceeding eBook
Language:Inglés
Published: Amsterdam ; London : Elsevier, �2005.
Subjects:
Building, Iron and steel > Congresses.
Structural design > Congresses.
Steel, Structural > Congresses.
Construction m�etallique > Congr�es.
Constructions > Calcul > Congr�es.
Acier de construction > Congr�es.
Building, Iron and steel.
Steel, Structural.
Structural design.
Congress
Conference papers and proceedings.
Actes de congr�es.
Online Access:Texto completo
Table of Contents:
  • Cover
  • Contents
  • Preface
  • International Advisory Committee
  • Local Advisory Committee
  • Local Organizing Committee
  • Part 1: Keynote Papers
  • Chapter 1. Structural Steel Design Codes: Vehicles for Improving Practice or for Implementing Research?
  • Chapter 2. Direct Strength Design of Hot-Rolled and Cold-Formed Steel Compression Members
  • Chapter 3. Roof Structure Design of Shanghai South Railway Station
  • Chapter 4. Some Developments in Tubular Joint Research
  • Chapter 5. Theory, Design Criteria and Practical Applications of Curved Members in Construction
  • Chapter 6. On The Treatment of Joint Rotations in Buckling Analyses of Space Frames
  • Chapter 7. Advanced Analysis for Steel Design: from Theory to Practice
  • Chapter 8. Failure Mechanism of Reticular Shells Subjected to Dynamic Actions
  • Chapter 9. Instability Research Of Single Layer Reticulated Shells At Tongji University
  • Part 2: Beams and Columns
  • Chapter 10. Simplified Design of Crane Girders with Open Cross Sections Subjected to Biaxial Bending and Torsion
  • Chapter 11. Geometric Imperfections in Stainless Steel Cross-Sections
  • Chapter 12. Flexural-Torsional Buckling of Arches under Directed Or Hydrostatic Loads
  • Chapter 13. Tests of Aluminum Alloy Circular Hollow Section Compression Members
  • Chapter 14. Elastic In-Plane Buckling of Circular Tied Steel Arches
  • Chapter 15. Behaviour and Design of Webs in High Strength Steel under Flexural Loading
  • Chapter 16. Behaviour of Slender Fabricated High Strength Steel Columns Subjected to Biaxial Bending
  • Chapter 17. Numerical Simulation of High Strength Steel Lipped Channel Columns
  • Chapter 18. Ultimate Load-Carrying Capacity of Shuttle-Shaped Box Hollow-Section Column
  • Chapter 19. The Restraining Requirements for The Buckling-Restrained Brace
  • Chapter 20. Study on The Out-Of-Plane Stability of Bending Cantilever Beam
  • Chapter 21. Elastic Stability of Centrally Loaded Partially Restrained Steel I-Sections
  • Chapter 22. Ductility of Stiffened Steel Box Member
  • Chapter 23. Load-Carrying Capacity and Application of Locally Buckled Hollow Section Stub
  • Chapter 24. The Research of The Effective Length for The Column in Stability Analysis of Steel Frames with Semi-Rigid Connection
  • Chapter 25. Effect of Two Directional Loading on Ductility and Ultimate Strength of Steel Bridge Piers with inner Cruciform Walls
  • Chapter 26. Plastic Deformation of Beams in Steel Moment-Resistant Frames Subjected to Strong Earthquakes
  • Chapter 27. Experimental and Numerical Analysis on Steel Box-Section Beam-Columns under Cyclic Bending
  • Chapter 28. Nonlinear Analysis of Inelastic Steel Frames
  • Chapter 29. Second-Order Analysis and Design of Pitched-Roof Steel Frames
  • Chapter 30. Practical Advanced Analysis for Semi-Rigid Frame Design
  • Chapter 31. Longitudinal Bracings Requirements of Sway Buckling Industrial Frame
  • Chapter 32. Optimal Design of Special Steel Moment Frames under Extreme Seismic Loading
  • Chapter 33. Experimental Research and Finite Element Analysis on Steel Frame Structure with New Infilling Cavity Wall
  • Chapter 34. Experimental Research on Lateral-Load R.

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