Ivinyi / Iványi / D. Dubin&acaron Stability and Ductility of Steel Structures (SDSS'99)

1. Auflage 1999
ISBN: 978-0-08-055292-7
Verlag: Elsevier Science & Techn.
Format: PDF
Kopierschutz: 1 - PDF Watermark

E-Book, Englisch, 659 Seiten, Web PDF

With the gradual development of rules for designing against instability the idea emerged, in London, in 1974 to hold an International Colloquium treating every aspect of structural instability of steel structures.

There have been 17 International Colloquia Stability Sessions around the world, starting with the first one in Paris in 1972, until with the last one in Nagoya in 1997. In Nagoya it was decided to continue the series of travelling colloquia by launching the Sixth Colloquium in September 1999 with the First Session to be held at the Politehnica University of Timi&scedil,oara, Româ,nia, which will be followed by another in the year 2000 at the Gediminas Technical University in Vilnius, Lithuania, a third one during SSRC's Year 2000 Annual Meeting in the US, and a fourth one in Australia or New Zealand.

At present important research projects are in progress around the world, like SAC Joint Venture Project in USA, INCO-COPERNICUS RECOS in Europe and others, which are devoted to improve and develop new methods for the safety design of steel structures in seismic zones. Special attention is paid in Europe, USA and Japan to improve the design codes and detailing of seismic resistant steel structures.

This was the reason to organise the Session of Nagoya as Stability and Ductility of Steel Structures Colloquium. Romania is also a strong seismic territory and therefore, the topic of the Timi&scedil,oara Session covered both stability and ductility problems. The technical programme of the SDSS'99 Colloquium in Timi&scedil,oara has been split into nine working sessions.

Autoren/Hrsg.

Dubin&acaron

Ivinyi, M.

Iványi, M.

Inhaltsverzeichnis

1;Front Cover;1
2;STABILITY AND DUCTILITY OF STEEL STRUCTURES;4
3;Copyright Page;5
4;CONTENTS;14
5;Foreword;8
6;PART 1: BASIC PROBLEMS. DESIGN CONCEPT AND CODIFICATION OF STEEL AND COMPOSITE STEEL CONCRETE STRUCTURES;20
6.1;Chapter 1. Sensitivity of steel structures to different categories of imperfections;22
6.2;Chapter 2. Romanian code for the design of steel structures subjected to seismic loads;30
6.3;Chapter 3. Transition from deterministic to probabilistic structural steel reliability assessment with special attention to stability problems;40
6.4;Chapter 4. Design of composite structures in seismic regions;48
6.5;Chapter 5. Effect of the cold plastic deformation of the mechanical properties on the steels used in metallic structures;56
6.6;Chapter 6. Particularities raised by the evaluation of load reduction factors for the seismic design of composite steel-concrete structures ;62
7;PART 2: STABILITY OF STRUCTURAL MEMBERS;70
7.1;Chapter 7. Elastic lateral buckling of coped beams;72
7.2;Chapter 8. Stability of Monosymmetric beams;80
7.3;Chapter 9. Elastic-plastic buckling of columns in building frames;88
7.4;Chapter 10. Some remarks concerning the buckling reduction factors;96
7.5;Chapter 11. Validation of design rules for member stability of European Standards - Proposal for buckling rules;104
7.6;Chapter 12. Behaviour and instabilities of open thin-walled elements. Part 1: Behaviour;112
7.7;Chapter 13. Behaviour and instabilities of open thin-walled elements. Part 2: Instabilities;118
7.8;Chapter 14. A unified concept for the stability check of metal columns;124
7.9;Chapter 15. Elasto-plastic stability of columns with an unsymmetrically strengthened I-cross section;134
8;PART 3: STABILITY OF PLATES AND PLATED STRUCTURES;142
8.1;Chapter 16. Proposals for a modified beam finite element embedding the deformability of the cross section;144
8.2;Chapter 17. Towards a better knowledge about the web breathing phenomenon;152
8.3;Chapter 18. Interaction of stiffener-end-gap and stiffener size in the ultimate strength of thin-walled girders;160
8.4;Chapter 19. Influence of local buckling of flanges on the ultimate load of I-sections;168
8.5;Chapter 20. Undulating webs under patch loading;176
8.6;Chapter 21. Reduction of ultimate strength of girders due to stiffener-end-gaps;184
8.7;Chapter 22. Advanced finite element buckling analysis in engineering practise;192
8.8;Chapter 23. Influence of web imperfections in welded I-beams with slender webs;200
8.9;Chapter 24. Prediction of buckling strength of stiffened plates by use of the optimum eccentricity method;208
9;PART 4: CONNECTIONS;216
9.1;Chapter 25. Behaviour of unsymmetric bolted connections subjected to dynamic loading;218
9.2;Chapter 26. Behaviour of beam-to-column joints in Moment-Resisting Steel Frames;226
9.3;Chapter 27. Cyclic behaviour of steel beam-to-column connections: interpretation of experimental results;238
9.4;Chapter 28. Numerical and experimental study ofbehaviour of column-base connections under bending;248
9.5;Chapter 29. Remarks on the use of EC3-Annex J for the prediction of aluminium joint behaviour;256
9.6;Chapter 30. Improved beam-to-column joints for moment-resisting frames - An experimental study;268
10;PART 5: LOCAL DUCTILITY;276
10.1;Chapter 31. Ductility of IPE and HEA beams and beam-columns;278
10.2;Chapter 32. Reliability of joint systems for improving the ductility of MR-Frames;288
10.3;Chapter 33. Factors influencing ductility in high performance steel I-shaped beams;298
10.4;Chapter 34. Ductility of plate girder panels under cyclic shear;312
10.5;Chapter 35. A limit-states criterion for ductility of class 1 and 2 composite and steel beams;320
10.6;Chapter 36. Ductility of thin-walled members;328
11;PART 6: FRAMED STRUCTURES: GLOBAL PERFORMANCES;338
11.1;Chapter 37. Numerical studies in semi-rigid metallic Frame structures;340
11.2;Chapter 38. Influence of residual stress on the carrying-capacity of steel framed structures. Numerical investigation;348
11.3;Chapter 39. An advanced analysis for steel frame design: Comparison with test results;356
11.4;Chapter 40. Design of composite sway frames: A concise guide;364
11.5;Chapter 41. The spatial behaviour of the scaffold used for the coal conveyance;372
11.6;Chapter 42. Influence of semi-rigid joints on the stability of sway-frames;380
12;PART 7: DUCTILITY AND SEISMIC RESPONSE;388
12.1;Chapter 43. Dynamic behaviour control of steel frames in seismic areas by equivalent static approaches;390
12.2;Chapter 44. Global perfonnance of steel moment resisting frames with semi-rigid joints;400
12.3;Chapter 45. A simple procedure to design steel frames to fail in global mode;410
12.4;Chapter 46. A global approach to the design of steel frames;418
12.5;Chapter 47. A new series of full-scale tests on steel frames with semi-rigid connections;426
12.6;Chapter 48. Influence of asymmetry on seismic response of moment-resisting steel frames;434
12.7;Chapter 49. Seismic response of MR steel frames with different connection behaviours;442
12.8;Chapter 50. Energy based methods and time history response analysis for behaviour factor evaluation of moment-resisting steel frames;454
12.9;Chapter 51. Ductility demands for MRFs and LL-EBFs for different earthquake types;462
12.10;Chapter 52. Ductility and overstrength of moment frames;472
12.11;Chapter 53. Behaviour of steel concentrically braced frames with friction dissipation devices;480
13;PART 8: COLD FORMED STEEL MEMBERS AND STRUCTURES;490
13.1;Chapter 54. Experimental verification of light structure;492
13.2;Chapter 55. Structural analysis of steel storage pallet racks;500
13.3;Chapter 56. Elastic stability of built-up columns using the spline finite strip method;512
13.4;Chapter 57. Floor and wall bracing systems for steel framed houses;520
13.5;Chapter 58. Bending tests on cold-formed thin gauge steel elements with longitudinal intermediate stiffeners and direct loading of the top flange;528
13.6;Chapter 59. E.C.B.L. and EUROCODE 3 Annex Z based calibration procedure for buckling curves of compression steel members;536
13.7;Chapter 60. Experimental. study on the interaction of steel sheeting and Z-purlin;544
13.8;Chapter 61. The applicability of EUROCODE 3 to the design of thin-walled columns undergoing distortional buckling;552
13.9;Chapter 62. Local buckling of aluminium channels: Tests and simulation;560
13.10;Chapter 63. Post-buckling analysis of V-stiffened corrugated sheets under compression;568
13.11;Chapter 64. Single and interactive buckling modes for unstiffened thin-walled steel sections in compression;578
14;PART 9: STABILITY AND DYNAMIC OF SHELLS;586
14.1;Chapter 65. Supporting towers for medium power wind turbines;588
14.2;Chapter 66. The brazier effect for buried steel pipelines of finite length;594
14.3;Chapter 67. Behaviour of cylindrical steel shell subjected to silo loads;602
14.4;Chapter 68. Analysis of cylindrical shells using the finite element method;612
15;PART 10: STABILITYAND DUCTILITY PROBLEMS IN STEEL BRIDGES STRUCTURES;618
15.1;Chapter 69. Appraisal of existing steel bridges using modern methods;620
15.2;Chapter 70. Seismic behaviour of the Romanian Danube Bridges;630
15.3;Chapter 71. Combined action of monoaxial bending and axial compression in the view of new Eurocode 3-Part 2: Steel Bridges;638
15.4;Chapter 72.Background to retrofitting methods for steel bridge piers in Japan;646
16;AUTHOR INDEX;654
17;KEYWORD INDEX;656