In-Plane Analyses of Elastic Three-Pinned Steel Arches-Reference-Cited by-同舟云学术

In-Plane Analyses of Elastic Three-Pinned Steel Arches

Published:2015-02 Issue:2 Volume:141 Page:06014009
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Pi Yong-Lin¹,Bradford Mark Andrew²

Affiliation:

1. Professor, Centre for Infrastructure Engineering and Safety (CIES), School of Civil and Environmental Engineering, Univ. of New South Wales, NSW 2052, Australia (corresponding author).

2. Scientia Professor, CIES, School of Civil and Environmental Engineering, Univ. of New South Wales, NSW 2052, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0001135

Reference6 articles.

1. ANSYS Multiphysics 8.0 [Computer software]. ANSYS Canonsberg PA.

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

3. Pi Y.-L. Bradford M. A. Guo Y.-L. and Dou C. (2013). “Effects of thermal loading on nonlinear in-plane buckling of shallow crown-pinned steel arches.” Proc. 13th East Asia-Pacific Conf. on Structural Engineering and Construction (EASEC13) HUSCAP Sapporo Hokkaido Japan.

4. In-plane stability of arches

5. Initial Postbuckling of Three-Hinged Circular Arch

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