Equivalent Beam-Column Method to Estimate In-Plane Critical Loads of Parabolic Fixed Steel Arches-Reference-Cited by-同舟云学术

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Equivalent Beam-Column Method to Estimate In-Plane Critical Loads of Parabolic Fixed Steel Arches

Published:2009-09 Issue:5 Volume:14 Page:346-354
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Wei Jiangang¹¹²³,Wu Qingxiong¹¹²³,Chen Baochun¹¹²³,Wang Ton-Lo¹¹²³

Affiliation:

1. Associate Researcher Fellow, College of Civil Engineering, Fuzhou Univ., Fuzhou 350002, China.

2. Dean, Professor, College of Civil Engineering, Fuzhou Univ., Fuzhou 350002, China.

3. Professor, Dept. of Civil and Environmental Engineering, Florida International Univ., Miami, FL 33174 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291084-0702%282009%2914%3A5%28346%29

Reference24 articles.

1. In-plane bending and buckling of arches;Austin W. J.;J. Struct. Div.,1971

2. Elastic bucking of arches under symmetricai loading;Austin W. J.;J. Struct. Div.,1976

3. In-Plane Stability of Parabolic Arches with Horizontal Spring Supports. I: Theory

4. In-Plane Elastic Stability of Arches under a Central Concentrated Load

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