Analytic Model of Long-Span Self-Shored Arch Bridge-Reference-Cited by-同舟云学术

Analytic Model of Long-Span Self-Shored Arch Bridge

Published:2002-01 Issue:1 Volume:7 Page:14-21
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Liu Zhong¹,Li Fang²,Roddis W. M. Kim³

Affiliation:

1. Professor, Dept. of Bridge Engineering, Chongqing Jiaotong Univ., Chongqing 400074, People’s Republic of China; and Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Kansas, Lawrence KS 66045.

2. Senior Bridge Engineer, Imbsen and Associates Inc., Sacramento, CA 95827.

3. Professor, Dept. of Civil and Environmental Engineering, Univ. of Kansas, 2008 Learned Hall, Lawrence, KS 66045.

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%282002%297%3A1%2814%29

Reference14 articles.

1. ACI Committee 209. (1992). “Prediction of creep shrinkage and temperature effects in concrete structures.” ACI SP27-3 American Concrete Institute Detroit 51–93.

2. Bazant Z. P. and Wittmann F. H. (1982). Creep and shrinkage in concrete structure Wiley New York.

3. Geometric nonlinear analysis of flexible spatial beam structures

4. Galambos T. V. (1998). Stability design criteria for metal structures Wiley New York.

5. Highway Plan and Design Institute. (1989). Standard design specifications of highway bridges recognized by the Ministry of Communications of China The Public Transportation Press Beijing (in Chinese).

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