Tongtai Bridge: Slanting Cross-Shaped Arch Bridge, China-Reference-Cited by-同舟云学术

Tongtai Bridge: Slanting Cross-Shaped Arch Bridge, China

Published:2014-08 Issue:3 Volume:24 Page:387-391
ISSN:1016-8664
Container-title:Structural Engineering International
language:en
Short-container-title:Structural Engineering International

Author:

Wang Huili¹,Qin Sifeng²

Affiliation:

1. Bridge Engineering Research Institute, Dalian University of Technology; State Key Laboratory of Structural Analysis for Industrial Equipment, Dalian University of Technology, Dalian, China Contact:

2. Research Center for Numerical Tests on Material Failure, Dalian University, Dalian, China

Publisher

Informa UK Limited

Subject

Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.2749/101686614X13854694314487

Reference4 articles.

1. BS5400-3-2000. Steel Concrete and Composite Bridgfes – Part3: Code of Practice for Design of Steel Bridges, 2000.

2. Huili W, Rongbin J, Zhe P. Design and Analysis of Slanting Cross Special-shaped Arch Bridge. Adv. Mater. Res. 2011; 255, (255–260): 786–791.

3. Yang G. Stability Analysis And Optimization of Special-shaped Arch Bridge[D]. Dalian University of Technology: Dalian, 2008.

4. Yu Y. Study of Cable Force Optimization of Completed Special-shaped Arch Bridge [D]. Dalian University of Technology: Dalian, 2009.

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