Exact solutions for second-order effect of imperfect beams and frames based on matrix structural analysis-Reference-Cited by-同舟云学术

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Exact solutions for second-order effect of imperfect beams and frames based on matrix structural analysis

Published:2020-02 Issue: Volume:23 Page:677-689
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Tong Jing-Zhong^ORCID,Pan Wen-Hao,Pi Yong-Lin^ORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference36 articles.

1. Structural Stability of Steel: Concepts and Applications for Structural Engineers;Galambos,2008

2. The Behaviour and Design of Steel Structures to EC3;Trahair,2008

3. Exact Solutions for Buckling of Structural Members;Wang,2004

4. Stability of Steel Structures: Theory and Design;Chen,2011

5. Theory of Beam–Columns, Volume 1: In-Plane Behavior and Design;Chen,2007

Cited by 3 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Bracing systems for three-ribbed arch bridges against out-of-plane buckling;Structures;2024-10

2. Influence of Prestress on Vibration Frequency of Beam String Structures Based on Exact Matrix Stiffness Method;International Journal of Structural Stability and Dynamics;2024-04-24

3. Global Buckling Behavior of CFST Columns with Assembling Errors;International Journal of Structural Stability and Dynamics;2022-01-04

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