Sensitivity analysis of the effect of initial imperfections on the (i) ultimate load and (ii) fatigue behaviour of steel plate girders

Author:

Kala Zdenek,Kala Jirí,Škaloud Miroslav,Teplý Bretislav

Publisher

Vilnius Gediminas Technical University

Subject

Strategy and Management,Civil and Structural Engineering

Reference11 articles.

1. Maquoi, R. and Š kaloud, M. Some Remarks in Regard to the Fatigue Analysis of Steel Plate Girders with Breathing Webs. Proc. of 20th Czech and Slovak Conference. pp.397–402. Prague: “Steel Structures and Bridges”. ISBN 80–01–02747–3

2. Ravinger, J. and Psotn ý, M. 2004. Stable and Unstable paths in the Post‐Buckling Behaviour of Slender Web. Proc. of the Fourth International Conference on Coupled Instabilities in Metal Structures. 2004, Rome, Italy. pp.67–75.

3. Kala, Z., Kala, J. Škaloud, M. and Teplý, B. 2002. Analysis of the Effect of Initial Curvature on the Stress State in Breathing Webs. Proc. of International Colloquium. 2002, Budapest. pp.425–432. ISBN 963 05 7950 2

4. Novak, D., Teplý, B. and Shiraishi, N. 1993. Sensitivity Analysis of Structures ‐ a Review. Proc. of The Fifth International Conference on Civil and Structural Engineering Computing. 1993, Edinburgh, Scotland. pp.201–207.

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