Light-Weight Steel and Aluminium Structures: ICSAS '99

Mäkeläinen, P.; Hassinen, P.

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Table of contents
  • Copyright Pageiv
  • Contentsix
  • Session A1: Structural Modelling and Analysis1
  • Chapter 1. Modelling, Analysis and Design of Thin-Walled Steel Structures3
  • Chapter 2. Stability Functions for Second-Order Inelastic Analysis of Space Frames19
  • Chapter 3. Local, Distortional, Flexural and Flexural-Torsional Buckling of Thin-Walled Columns27
  • Poster Session P1: Structural Modelling and Analysis35
  • Chapter 4. Buckling Behaviour of Cold-Formed Steel Wall Frames Lined with Plasterboard37
  • Chapter 5. Compression Tests of Thin-Walled Channels with Sloping Edge Stiffeners45
  • Chapter 6. Numerical Analyses on High Capacity Steel Guard Fences Subjected to Vehicle Collision Imp53
  • Chapter 7. On the Use of the Buckling Length Concept in the Design or Safety Checking of Steel Plane61
  • Chapter 8. The Elasto/Plastic Behaviour and Load Capacity of a Riveted Aluminium/Steel Combined Memb69
  • Chapter 9. Shear Buckling of Beam with Scaffold Web79
  • Session A2: Buckling Behaviour87
  • Chapter 10. Local and Distortional Buckling of Cold-Formed Steel Members with Edge Stiffened Flanges89
  • Chapter 11. Collapse Behaviour of Thin-Walled Orthotropic Beams99
  • Chapter 12. Elastic Web Crippling of Thin-Walled Cold Formed Steel Members107
  • Chapter 13. Elastic Buckling of Thin-Walled Members with Corrugated Elements115
  • Chapter 14. Compression Behaviour of Perforated Steel Wall Studs123
  • Chapter 15. Distortional Buckling of Cold-Formed Steel Storage Rack Sections Including Perforations131
  • Session A3: Beam-Columns139
  • Chapter 16. Stability of Cold-Formed Tubular Beam-Columns141
  • Chapter 17. Load Carrying Capacity of Thin-Walled Short Columns155
  • Chapter 18. Ultimate Load of Orthotropic Thin-Walled Beam-Columns163
  • Chapter 19. Combined Axial Load and Varying Bending Moment in Beam Columns171
  • Chapter 20. Analysis of Thin-Walled Steel Beam-Columns179
  • Poster Session P2: Sandwich Structures and Dynamic Behaviour187
  • Chapter 21. Modelling of Continuous Sandwich Panels189
  • Chapter 22. The Creep and Relaxation in Sandwich Panels with the Viscoelastic Cores197
  • Chapter 23. Impact Tests on Steel and Aluminium Road Side Columns205
  • Chapter 24. Vibration of Imperfect Slender Web211
  • Chapter 25. A Cracked Model for Fatique Damage Detection and Evaluation in Steel Beam Bridges215
  • Chapter 26. Fatigue Damage Retrofitting of Riveted Steel Bridges using Stop-Holes223
  • Session A4: Analysis of Shells and Frames231
  • Chapter 27. Buckling of Axially Compressed Cylindrical Shells Made of Austenitic Stainless Steel At233
  • Chapter 28. Nonlinear Analysis of General Steel Skeletal Structures „ Part I: Theoretical Aspects241
  • Chapter 29. Nonlinear Analysis of General Steel Skeletal Structures „ Part II: Computer Program an249
  • Chapter 30. Plastic Deformation and Limit States of Metal Shell Structures with Initial Shape Imperf257
  • Chapter 31. Buckling Analysis of Shell Type Structures Under Lateral Loads265
  • Chapter 32. Strength of Thin Rectangular Box-Columns Subjected to Uniformly Varying Edge Displacemen273
  • Chapter 33. Elastoplastic Sectional Behavior of Steel Members under Cyclic Loading283
  • Session A5: New Structural Products291
  • Chapter 34. Research on Cold Formed Columns and Joints Using in Middle-High Rise Buildings293
  • Chapter 35. Flexural Wrinkling Failure of Sandwich Panels with Foam Joints301
  • Chapter 36. Design and Development of a Cold-Formed Lightweight Steel Beam309
  • Chapter 37. Steel-Board Composite Floors317
  • Poster Session P3: New Structural Products325
  • Chapter 38. Design of Glulam Arched Roof Structures with Steel Joints327
  • Chapter 39. Fixed Column Bases in Astron Structures335
  • Chapter 40. New Structural Solution of Light-Weight Steel Frame System, Based on the Sigma Profiles343
  • Chapter 41. Design Considerations for Light Gauge Steel Profiles in Building Construction351
  • Chapter 42. Computer-Aided Design of Steel Structures in Matrix Formulation359
  • Chapter 43. Construction of a 60.000m3 Steel Storage Tank for Gasoline367
  • Session A6: Developments in Design375
  • Chapter 44. Multimedia Database Using Java on Internet for Steel Structures377
  • Chapter 45. Design Optimization of Nonuniform Stiffened Plate Griders-LRFD vs. ASD Procedures385
  • Chapter 46. Design Rules for Tank Structures - Different Approaches399
  • Chapter 47. Failure Modes of Slender Wind-Loaded Cylindrical Shells407
  • Chapter 48. Laminated Constructions on the Basis of Thin Metal Sheets in Building415
  • Chapter 49. Local Buckling of Hot-Rolled and Fabricated Sections Filled with Concrete423
  • Session Bl: Aluminium Structures431
  • Chapter 50. Aluminium Mullion-Transom Curtain Wall Systems: 3-D F.E.M. Modelling of their Structural433
  • Chapter 51. Column Curve Formulation for Aluminium Alloys441
  • Chapter 52. An Experimental Study of Strength and Ductility of Welded Aluminium Beams449
  • Chapter 53. Plastic Design of Aluminium Members According to EC9457
  • Chapter 54. On the Design of New Tram Vehicles Based on the Alusuisse Hybrid Structural System465
  • Session A7: Aluminium and Stainless Steel Structures473
  • Chapter 55. The Structural Use of Aluminium: Design and Application475
  • Chapter 56. Aluminium Building and Civil Engineering Structures487
  • Chapter 57. Design of Mechanical Fasteners for Thin Walled Aluminium-Structures495
  • Chapter 58. Numerical Modelling of the Behaviour of Stainless Steel Members in Tests503
  • Poster Session P4: Structures at Ambient and Elevated Temperatures513
  • Chapter 59. EC9 Provisions for Flat Internal Elements: Comparison with Experimental Results515
  • Chapter 60. Stainless Steel Compression Members Exposed To Fire523
  • Chapter 61. Tests On Cold-Formed and Welded Stainless Steel Members531
  • Chapter 62. Modelling of the Cyclic Behaviour of Bolted Tee-Stubs539
  • Chapter 63. A New Method for the Characterisation of the Fire Protection Materials547
  • Chapter 64. Bloating Flame-Retardant Coatings on the Basis of Vermiculite for Steel Buildings Constr555
  • Chapter 65. Fire Resistivity of Steel and Aluminium Constructions Protected by a Bloated Coating561
  • Session A8: Connections567
  • Chapter 66. New Design Provisions for Cold-Formed Steel Bolted Connections569
  • Chapter 67. Load-Sharing of Press-Joints in Thin-Walled Steel Structures577
  • Chapter 68. Static and Cyclic Shear Behaviour Analysis of the Rosette-Joint585
  • Chapter 69. Study on the Behaviour of a New Light-Weight Steel Roof Truss593
  • Chapter 70. Bearing Design of Cold Formed Steel Bolted Connections601
  • Chapter 71. Pull-Over Strength of Trapezoidal Steel Claddings609
  • Chapter 72. Investigation of the Causes of the Collapse of a Large Span Structure617
  • Session B2: Aluminium and Stainless Steel Structures625
  • Chapter 73. Column Curves for Stainless Steel Alloys627
  • Chapter 74. A Parametric Study On the Rotational Capacity of Aluminium Beams Using Non-Linear FEM637
  • Chapter 75. Aluminium Tubes Flattened (Stamped) Ends Subjected to Compression - A Theoretical and Ex647
  • Chapter 76. Interpretative Models for Aluminium Alloy Connections655
  • Chapter 77. Local Buckling of Aluminium Channels under Uniform Compression: Experimental Analysis663
  • Chapter 78. Local Impact on Aluminium Plating671
  • Chapter 79. Creep Buckling of Metal Columns at Elevated Temperatures679
  • Session A9: Design for Hygrothermal, Vibration and Fire Effects687
  • Chapter 80. Design for Hygrothermal Performance and Durability of Insulated Sheet Metal Structures689
  • Chapter 81. Long-Term Performance of LightGauge Steel -Framed Envelope Structures703
  • Chapter 82. Substitution of Timber by Steel for Roof Structures of Single-Family Homes713
  • Chapter 83. Vibration Performance Tests on Light-Weight Steel-Joist Floors719
  • Chapter 84. Significance of Local Buckling for Steel Frames under Fire Conditions727
  • Poster Session P5: Composite Structures735
  • Chapter 85. Elastoplastic Large Deformation Analysis of Concrete-Filled Tubular Columns737
  • Chapter 86. Resistance of Composite Section to Axial Loads and Bending: Design and Analysis745
  • Chapter 87. Light-Weight Hollow Concrete-Filled Steel Tubular Members in Bending755
  • Chapter 88. An "Exact" Finite Element Model for the Linear Analysis of Continuous Composite Beams wi761
  • Session A10: Special Features in Modelling and Design769
  • Chapter 89. Behaviour of a Structural Sheet Steel at Fire Temperatures771
  • Chapter 90. Perforated Cold Formed Steel C-Sections Subjected to Shear (Experimental Results)779
  • Chapter 91. Carrying Capacity of Girders with Corrugated Webs789
  • Chapter 92. An Examination of Web Crushing in Thin-Walled Beams795
  • Chapter 93. Experimental Investigations and Modelling of Steel Grids803
  • Chapter 94. Ultimate Strength and Behavior of Welded Curved Arch Bridges811
  • Session B3: Response to Dynamic and Alternating Loads819
  • Chapter 95. Behavior of Steel Piers Subjected to Vehicle Collision Impact821
  • Chapter 96. Stability Analysis of Bridge Piers Subjected to Cyclic Loading829
  • Chapter 97. Fatigue Strength of Longitudinal Joints for All Steel Sandwich Panels837
  • Chapter 98. Local and Overall Interaction Buckling of Steel Columns under Cyclic Loading845
  • Chapter 99. Steel Shear Panels for Anti-Seismic Elements853
  • Chapter 100. Results from Low Cycle Fatigue Testing861
  • Keyword Index869
  • Author Index875
Book details
  • Vendor Elsevier S & T
  • SKU 9780080430140
  • ISBN-13 9780080549439
  • Author Mäkeläinen, P.; Hassinen, P.
  • Category Technology & Engineering
  • Subject Engineering (General)

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ICSAS '99 - The Fourth International Conference on Steel and Aluminium Structures was a sequel to ICSAS '87 held in Cardiff, UK, to ICSAS '91 held in Singapore and to ICSAS '95 held in Istanbul, Turkey. The objective of the conference was to provide a forum for the discussion of recent findings and developments in the design and construction of various types of steel and aluminium structures.

The conference was concerned with the analysis, modelling and design of light-weight or slender structures in which the primary material is structural steel, stainless or aluminium. The structural analysis papers presented at the conference cover both static and dynamic behaviour, instability behaviour and long-term behaviour under hygrothermal effects. The results of the latest research and development of some new structural products were also presented at the conference. A total of 76 papers and 30 posters were presented at the conference by participants from 36 countries in all 6 continents.