Main Cable Shape-Finding and Live Load Response of the Suspension Bridge with Central Buckles: An Analytical Algorithm-Reference-Cited by-同舟云学术

Main Cable Shape-Finding and Live Load Response of the Suspension Bridge with Central Buckles: An Analytical Algorithm

Published:2023-11 Issue:11 Volume:28 Page:
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang Wen-ming¹^ORCID,Shen Xing-hang²,Chang Jia-qi²

Affiliation:

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

2. Master’s Candidate, Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast Univ., Nanjing 211189, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

https://ascelibrary.org/doi/pdf/10.1061/JBENF2.BEENG-6350

Reference35 articles.

1. Abdel-Ghaffar, A. M. 1976. “Dynamic analyses of suspension bridge structures.” In Proc., EERL 76-01, Earthquake Engineering Research Laboratory. Pasadena, CA: California Institute of Technology.

2. The analysis of cables subject to uniformly distributed loads

3. A general computer programme for the solution of suspension bridge problems;Brotton D. M.;Struct. Eng.,1966

4. Theory and History of Suspension Bridge Design from 1823 to 1940

5. Static characteristics analysis of three-tower suspension bridges with central buckle using a simplified model

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