Cover image for Advances in Steel Structures (ICASS '99) : 2 Volume Set.
Advances in Steel Structures (ICASS '99) : 2 Volume Set.
Title:
Advances in Steel Structures (ICASS '99) : 2 Volume Set.
Author:
Teng, J. G.
ISBN:
9780080526485
Personal Author:
Edition:
1st ed.
Physical Description:
1 online resource (669 pages)
Series:
Advances in Steel Structures ; v.1

Advances in Steel Structures
Contents:
Front Cover -- ADVANCES IN STEEL STRUCTURES -- Copyright Page -- CONTENTS -- Preface -- International Scientific Committee -- Local Advisory Committee -- Local Organising Committee -- Part I: Plates -- Chapter 1. Strength and Ductility of Plates in Shear -- Chapter 2. Post-Buckling of Unilaterally Constrained Mild Steel Plates -- Chapter 3. Postbuckling Analysis of Plate with General Initial Imperfection by Finite Strip Method -- Chapter 4. Post-Buckling Analysis of Web Plates of Girders by Three Dimensional Degenerated Shell Element Method -- Part II: Shells -- Chapter 5. Buckling Interaction Strength of Cylindrical Steel Shells under Axial Compression and Torsion -- Chapter 6. Shell Buckling Design of Austenitic Stainless Steel Cylinders under Elevated Temperatures up to 500°C -- Chapter 7. Cylindrical Shells Buckling under External Pressure--Influence of Localized Thickness Variation -- Chapter 8. Stability and Strength of Conical Shells Subject to Axial Load and External Pressure -- Chapter 9. The Nonlinear Stability of Semi-Thin Spherical Shell Joints under Uniformly Symmetric Circular Line Loads -- Chapter 10. The Influence of Circumferential Weld-Induced Imperfections on the Buckling of Silos and Tanks -- Chapter 11. Experimental Techniques for Steel Silo Transition Junctions -- Chapter 12. Buckling Strength of T-Section Ringbeams in Steel Silos -- Chapter 13. Abnormal Behaviour of a Steel Silo Caused by Paddy Rice Storage -- Chapter 14. Bifurcation Buckling of Aboveground Oil Storage Tanks under Internal Pressure -- Chapter 15. Buckling of Cylindrical Shells Subjected to Edge Vertical Deformation -- Chapter 16. On the Nonlinear Analysis of Shells with Eigenmode-Affine Imperfections -- Chapter 17. Postbuckling Analysis of Shells of Revolution Considering Mode Switching and Interaction.

Chapter 18. Transition of Plastic Buckling Modes in Cylindrical Shells -- Chapter 19. Are the Static Postbuckling Predictions Conservative? -- Chapter 20. Plastic Stability of Cylindrical Shells Taking Account of Loading History -- Part III: Design and Construction -- Chapter 21. Prestressing and Loading Tests on Full-Scale Roof Truss of Shanghai Pudong International Airport Terminal -- Chapter 22. Air Mail Centre at Chek Lap Kok -- Chapter 23. Composite Design and Construction of a Tall Building-Cheung Kong Center -- Chapter 24. The Tallest Building in Mexico City: Torre Mayor, Mexico City, Mexico -- Chapter 25. The Use of Triangular Added Damping and Stiffness (TADAS) Devices in the Design of the Core Pacific City Shopping Centre -- Chapter 26. Site Measurement of Vibration Characteristics of Shanghai Jin Mao Tower -- Chapter 27. Design of Steel Scaffolding by Nonlinear Integrated Design and Analysis (NIDA) and the Stability Function -- Chapter 28. Experimental Assessment for Aluminium Alloy Sections in Glass Curtain Walls of Shanghai Jinmao Building -- Part IV: Dynamics and Seismic Design -- Chapter 29. Transverse Dynamic Characteristic and Seismic Responses of Large-Scale Tall-Pier Aqueduct -- Chapter 30. Dynamic Characteristic and Seismic Response of Semirigid Jointed Frames -- Chapter 31. Nonlinear Seismic Analysis of Flexibly Connected Steel Buildings -- Chapter 32. The Response Analysis of the Transversely Stiffening Single Curvature Cable- Suspended Roof to the Fluctuating Wind -- Chapter 33. Transient Analysis of Stiffened Panel Structure by a Finite Strip-Mode Superposition Method -- Chapter 34. Dynamic Performance of Steel Lightweight Floors -- Chapter 35. Coupled Truss Walls with Damped Link Elements -- Chapter 36. Galloping of Cables with Moving Rivulet.

Chapter 37. Free Vibration Analysis of Thin-Walled Members with Shell Type Cross Sections -- Chapter 38. A Simple Formulation for Free Vibration of Frame-Shear Wall Tall Building -- Chapter 39. Flexure-Torsion Coupled Vibrations for Tall Building Structures Considering the Effects of Vertical Loads -- Chapter 40. The Computational Time Efficient Finite Element Method for Large Amplitude Vibrations of Composite Plates -- Chapter 41. Determination of Model Order for Thin Steel Plate Systems Using Vibration Test Data -- Part V: Prestressing -- Chapter 42. Study on Tendon Profile on the Analysis and Design of Prestressed Steel Beams -- Chapter 43. Long Term Analysis of Externally Prestressed Composite Beams -- Chapter 44. Flexible Connection Influence on Ultimate Capacity of Externally Prestressed Composite Beams -- Chapter 45. A Fracture Criterion for Prestressing Steel Cracked Wires -- Chapter 46. Failure Analysis of Prestressing Steel Wires -- Part VI: Fatigue and Fracture -- Chapter 47. Experimental Study on Static and Fatigue Behavior of Steel-Concrete Preflex Prestressed Composite Beams -- Chapter 48. Object-Oriented Fatigue Reliability Analysis for the Offshore Steel Jacket -- Chapter 49. Fatigue Strength of Thin-Walled Tube-To-Plate T-Joints under In-Plane Bending -- Chapter 50. Failure Assessment of Beam-to-Column Steel Joints via Low-Cycle Fatigue Approaches -- Chapter 51. A Method to Estimate P-S-N Curve for Misaligned Welded Joints -- Chapter 52. Reliability Analysis of Draw Bar of Large-Scale Lock Mitre Gate -- Chapter 53. Computation of Stress Intensity Factor for Surface Crack in Welded Joint -- Chapter 54. Numerical Approach to the Ductile Fracture of Steel Members -- Part VII: Fire Performance -- Chapter 55. The First Code on Fire Safety of Steel Structures in China -- Chapter 56. Fire Resistance of Concrete Filled Steel Tubes in China.

Chapter 57. Elevated Temperature Testing of Composite Columns -- Chapter 58. Full Scale Fire Test on the New UK Slim Floor System -- Chapter 59. Mechanical Properties of an Austenitic Stainless Steel at Elevated Temperatures -- Part VIII: Optimization -- Chapter 60. Optical Design of Steel Frames with Non-Uniform Members -- Chapter 61. Optimal Sizing/Shape Design of Steel Portal Frames Using Genetic Algorithms -- Chapter 62. Study on Optimization of Particular and Multi-Variable Structures by Wavelet Analysis -- Chapter 63. Optimal Analysis of Large Span Double-Layer Barrel Vaults -- Part IX: Analysis -- Chapter 64. Determination of Section Properties of Complicated Structural Members -- Chapter 65. Adaptive Finite Element Buckling Analysis of Folded Plate Structures -- Chapter 66. Hoop Stress Reduction by Using Reinforced Rivets in Steel Structures -- Chapter 67. Safety Analysis and Design Consideration for Oil and Gas Pipelines -- Chapter 68. Prediction of Residual Stresses: Comparison Between Experimental and Numerical Results -- Part X: Soil Structure Interaction -- Chapter 69. Composite Foundation of Deep Mixing Piles for Large Steel Oil Tanks on Soft Ground -- Chapter 70. An Analytical Study on Seismic Response of Steel Bridge Piers Considering Soil- Structure Interaction -- Part XI: Late Papers -- Chapter 71. Modelling Hysteresis Loops of Composite Joints Using Neural Networks -- Chapter 72. New Design Methods for Concrete Filled Steel Tubular Columns -- Part XII: Keynote Paper -- Chapter 73. The Implications of the Information Society on the Practice of and Training for Steelwork Construction -- Index of Contributors -- Keyword Index.
Abstract:
These two volumes of proceedings contain 9 invited keynote papers and 126 contributed papers to be presented at the Second International Conference on Advances in Steel Structures held on 15-17 December 1999 in Hong Kong. The conference is a sequel to the International Conference on Advances in Steel Structures held in Hong Kong in December 1996. The conference will provide a forum for discussion and dissemination by researchers and designers of recent advances in the analysis, behaviour, design and construction of steel structures. The papers to be presented at the conference cover a wide spectrum of topics and were contributed from over 15 countries around the world. They report the current state-of-the art and point to future directions of structural steel research.
Local Note:
Electronic reproduction. Ann Arbor, Michigan : ProQuest Ebook Central, 2017. Available via World Wide Web. Access may be limited to ProQuest Ebook Central affiliated libraries.
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