Practical second-order inelastic analysis for three-dimensional steel frames subjected to distributed load-Reference-Cited by-同舟云学术

Practical second-order inelastic analysis for three-dimensional steel frames subjected to distributed load

Published:2005-01 Issue:1 Volume:43 Page:135-160
ISSN:0263-8231
Container-title:Thin-Walled Structures
language:en
Short-container-title:Thin-Walled Structures

Author:

Kim Seung-Eock,Choi Se-Hyu

Publisher

Elsevier BV

Subject

Mechanical Engineering,Building and Construction,Civil and Structural Engineering

Reference22 articles.

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

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

3. Calibrating frames;Vogel;Stahlbau,1985

4. White, DW. Material and geometric nonlinear analysis of local planar behavior in steel frames using iterative computer graphics, MS Thesis, Cornell University, Ithaca, NY; 1985: 281 p.

5. Second-order refined plastic hinge analysis of frame design: part 1;Liew;J Struct Eng, ASCE,1993

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