Behavior of Self-Anchored Suspension Bridges in the Structural System Transformation

Author:

Zhang Junping1,Liu Airong1,Ma Zhongguo John2,Huang Haiyun3,Mei Libiao3,Li Yonghe3

Affiliation:

1. Professor, School of Civil Engineering of Guangzhou Univ., Guangzhou 510006, China.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Tennessee Knoxville, Knoxville, TN 37996 (corresponding author).

3. Associate Professor, School of Civil Engineering of Guangzhou Univ., Guangzhou 510006, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference14 articles.

1. Construction control and control precision goal of long–span steel cable–stayed bridge;Hao C.;China J. Hwy. Transp.,2003

2. A total bridge model study of the Pingsheng Bridge in Foshan;Hu J. H.;China Civil Eng. J.,2007

3. Huang H. Y. Zhang J. P. Liu A. R. Mei L. B. and Li Y. H. (2009). “Testing study on lateral displacement of main cable and lateral deflection angle of cable clamp in the self-anchored suspension bridge with spatial cable system.” Hwy. Eng. 34(2) 41–44 (in Chinese).

4. Konohana Bridge, Japan

5. Non-linear shape-finding analysis of a self-anchored suspension bridge

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