Cable Shape and Construction Parameters of Triple-Tower Double-Cable Suspension Bridge with Two Asymmetrical Main Spans-Reference-Cited by-同舟云学术

Cable Shape and Construction Parameters of Triple-Tower Double-Cable Suspension Bridge with Two Asymmetrical Main Spans

Published:2021-02 Issue:2 Volume:26 Page:04020127
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Wen-ming¹^ORCID,Yang Chao-yu²,Chang Jia-qi³

Affiliation:

1. Associate Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 211189, China (corresponding author). ORCID: .

2. Master, Dept. of Bridge, Tunnel and Underground Engineering, School of Civil Engineering, Southeast Univ., Nanjing 211189, China.

3. Master Candidate, Dept. of Bridge, Tunnel and Underground Engineering, School of Civil Engineering, Southeast Univ., Nanjing 211189, 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.1943-5592.0001674

Reference35 articles.

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

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

3. Longitudinal Restraint of a Double-Cable Suspension Bridge

4. An iterative calculation method for suspension bridge’s cable system based on exact catenary theory

5. Mechanical performance study and parametric analysis of three-tower four-span suspension bridges with steel truss girders;Cheng J.;Steel Compos. Struct.,2019

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