Performance based design of steel arch bridges using practical inelastic nonlinear analysis-Reference-Cited by-同舟云学术

Performance based design of steel arch bridges using practical inelastic nonlinear analysis

Published:2003-01 Issue:1 Volume:59 Page:91-108
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Kim Seung-Eock,Choi Se-Hyu,Ma Sang-Soo

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. AASHTO. AASHTO LRFD bridge design specification. AASHTO; 1998.

2. Dynamic analysis of arch bridges under travelling loads;Chatterjee;Eint J Solids Struct,1995

3. Stability design of steel frames;Chen,1992

4. Benchmarking and verification of second-order elastic and inelastic frame analysis programs;Clarke,1992

5. El-Zanaty M, Murray D, Bjorhovde R. Inelastic behavior of multistory steel frames. Structural Engineering Report No. 83, University of Alberta, Alberta, Canada ;1980.

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