Test Model of a Long-Span Arch-Shaped Steel Tower Cable-Stayed Bridge-Reference-Cited by-同舟云学术

Test Model of a Long-Span Arch-Shaped Steel Tower Cable-Stayed Bridge

Published:2018-03 Issue:1 Volume:12 Page:53-57
ISSN:2095-6215
Container-title:Journal of Highway and Transportation Research and Development (English Edition)
language:en
Short-container-title:J. Highway Transp. Res. Dev. (English Ed.)

Author:

Cao Yi-shan¹,Xu Qiang²,Li Ke-bing³

Affiliation:

1. CCCC Highway Consultants Co., Ltd. Beijing 100088, China (corresponding author).

2. Research Institute of Highway, Ministry of Transport, Beijing 100088, China.

3. School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Medicine

Link

http://ascelibrary.org/doi/pdf/10.1061/JHTRCQ.0000610

Reference8 articles.

1. The Study on Shenyang Sanhao Bridge Steel Arch Tala Cable-Stayed Construction Key Technologies [J];Ling ZHONG;Journal of Shenyang Jianzhu University Natural Science,2010

2. Analysis of Spatial Mechanical Behavior of Steel-concrete Combined Sections of an Arch-tower Cable-stayed Bridge Tower [ J];Xi;Journal of Transport Science and Engineering,2013

3. Optimization Design of Spatial Arrangement for Cables in Cable-stayed Bridge with Disjunct Arch Pylons [ J J;Sichuan Building Science,2014

4. Overall Design of Zhijiang Bridge [ J];Yue;Highway,2011

5. Spatial Finite Element Stress Analysis of Zhijiang Bridge [J];Bao MA;Highway,2011

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