Analytical algorithm for the full-bridge response of hybrid cable-stayed suspension bridges under a horizontal transverse live load-Reference-Cited by-同舟云学术

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Analytical algorithm for the full-bridge response of hybrid cable-stayed suspension bridges under a horizontal transverse live load

Published:2023-07 Issue: Volume:53 Page:132-148
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Zhang Wen-ming,Chen Jie,Tian Gen-min,Lu Xiao-fan

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference22 articles.

1. Improved system buckling analysis of effective lengths of girder and tower members in steel cable-stayed bridges;Yoo;Comput Struct,2009

2. Cable supported bridges: Concept and design;Gimsing,2012

3. Super-long-span bridge with cable-stayed bridge and suspension bridge;Wang;Advances in Structural Engineering and Mechanics,1999

4. Living load nonlinear analysis of self-anchored cable-stayed suspension bridges. Proc Int Conf on Applied;Wang;Mechanics and Mechanical Engineering,2010

5. Cable Supported Bridges—Concept and Design;Gimsing,1997

Cited by 2 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Study on asymmetric arrangement ratio of main span stay cables of multi-tower cable-stayed bridge;Structures;2024-06

2. Evolution of suspension bridge structural systems, design theories, and shape-finding methods: A literature survey;Journal of Traffic and Transportation Engineering (English Edition);2024-04

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