Stability Analysis of Box-Girder Cable-Stayed Bridges-Reference-Cited by-同舟云学术

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Stability Analysis of Box-Girder Cable-Stayed Bridges

Published:2001-02 Issue:1 Volume:6 Page:63-68
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Shu Hung-Shan¹²³,Wang Yang-Cheng¹²³

Affiliation:

1. Member, ASCE

2. Lect., Dept. of Civ. Engrg., Chinese Military Academy, Taiwan, 1 Hwang-Poo Rd., Feng-Shan, 83000, Taiwan, ROC.

3. Prof., Dept. of Civ. Engrg., Chinese Military Academy, Taiwan, 1 Hwang-Poo Rd., Feng-Shan, 83000, Taiwan, ROC. E-mail: ywang@cc.cma.edu.tw

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%282001%296%3A1%2863%29

Reference31 articles.

1. Adeli H. and Zhang J. ( 1995). “Fully nonlinear analysis of composite girder cable-stayed bridges.” Comp. and Struct. 54(2) 267–277.

2. Cable-Stayed Bridges—Parametric Study

3. Closure to “Cable‐Stayed Bridges—Parametric Study” by T. P. Agrawal

4. ASCE Committee on Cable-Stayed Bridges. ( 1992). Guidelines for the design of cable-stayed bridges ASCE New York.

5. “Bibliography and data on cable-stayed bridges.”;ASCE Committee on Long-Span Steel Bridges.;J. Struct. Div.,1988

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