Feasible Range for Midtower Lateral Stiffness in Three-Tower Suspension Bridges-Reference-Cited by-同舟云学术

Feasible Range for Midtower Lateral Stiffness in Three-Tower Suspension Bridges

Published:2018-03 Issue:3 Volume:23 Page:06017009
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Cao Hongyou¹,Qian Xudong²^ORCID,Zhou Yunlai¹,Chen Zhijun³,Zhu Hongping³

Affiliation:

1. Research Fellow, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, 1 Engineering Drive 2, 117576, Singapore.

2. Associate Professor, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, 1 Engineering Drive 2, E1A 07-03, 117576, Singapore (corresponding author). ORCID: .

3. Professor, School of Civil Engineering and Mechanics, Huazhong Univ. of Science and Technology, Wuhan 430074, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001196

Reference24 articles.

1. A simplified model for multi-span suspension bridges based on single cable theory;Cao H.;China J. Highway Transp.,2016

2. Form-finding analysis of suspension bridges using an explicit Iterative approach

3. Study of longitudinal stiffness of middle pylon in multi-span suspension bridge;Chai S.-B.;China J. Highway Transp.,2012

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