Effects of Temperature Variations on the In-Plane Stability of Steel Arch Bridges-Reference-Cited by-同舟云学术

Effects of Temperature Variations on the In-Plane Stability of Steel Arch Bridges

Published:2012-03 Issue:2 Volume:17 Page:232-240
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Cai Jianguo¹²³⁴,Xu Yixiang¹²³⁴,Feng Jian¹²³⁴,Zhang Jin¹²³⁴

Affiliation:

1. Ph.D. Candidate, School of Civil Engineering, Southeast Univ., Nanjing 210096, China.

2. Lecturer, Depart. of Civil Engineering, Strathclyde Univ., Glasgow, United Kingdom.

3. Professor, Key Laboratory of C & PC Structures of Ministry of Education, School of Civil Engineering, Southeast Univ., Nanjing 210096, China (corresponding author).

4. Associate Professor, School of Civil Engineering, Southeast Univ., Nanjing 210096, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0000208

Reference27 articles.

1. Effects of Temperature Variations on Precast, Prestressed Concrete Bridge Girders

2. IN-PLANE NONLINEAR BEHAVIOUR OF CIRCULAR PINNED ARCHES WITH ELASTIC RESTRAINTS UNDER THERMAL LOADING

3. Bradford M. A. Pi Y.-L. and Gilbert R. I. (2004). “Nonlinear analysis of shallow pinned parabolic arches.” Proc. 17th Eng. Mech. Conf. (CD-ROM) ASCE Reston VA 1–8.

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

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

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