Temperature effect on cable force of a special-shaped tied-arch bridge-Reference-Cited by-同舟云学术

Temperature effect on cable force of a special-shaped tied-arch bridge

Published:2022-11 Issue:11 Volume:8 Page:e11253
ISSN:2405-8440
Container-title:Heliyon
language:en
Short-container-title:Heliyon

Author:

Zhu Liming,Chen Tailei^ORCID,Chen Lingkun^ORCID,Han Xiaojian,King Wonsun,Wang Lu,Zhai Chencheng,Tian Yuan

Funder

National Key Research and Development Program of China

Ministry of Science and Technology of the People's Republic of China

Publisher

Elsevier BV

Subject

Multidisciplinary

Reference30 articles.

1. Structural Health Monitoring of Long -Span Suspension Bridges;Xu,2011

2. Temperature -based structural health monitoring baseline for long -span bridges;Yarnold;Engineering Structues,2015

3. Modeling deformation induced by thermal loading using long -term bridge monitoring data;Zhou;J. Perform. Constr. Facil.,2018

4. Cable structures: an exact geometric analysis using catenary curve and considering the material nonlinearity and temperature effect;Costa;Eng. Struct.,2022

5. Cable force calculation using vibration frequency methods based on cable geometric parameters;Fu;J. Perform. Constr. Facil.,2017

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