General formulas for estimating temperature-induced mid-span vertical displacement of cable-stayed bridges-Reference-Cited by-同舟云学术

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General formulas for estimating temperature-induced mid-span vertical displacement of cable-stayed bridges

Published:2020-10 Issue: Volume:221 Page:111012
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhou Yi,Sun Limin,Fu Zhenhui,Jiang Zhen,Ren Pengjie

Funder

National Natural Science Foundation of China

USTB

Fundamental Research Funds for the Central Universities

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference36 articles.

1. Monitoring temperature effect on a long suspension bridge;Xu;Struct Control Health Monit,2010

2. Operational deformations in long-span bridges;Brownjohn;Struct Infrastruct Eng,2015

3. Insights into temperature effects on structural deformation of a cable-stayed bridge based on structural health monitoring;Zhou;Struct Health Monit,2019

4. Experimental study of thermal effects on a long-span suspension bridge;Xia;J Bridge Eng,2017

5. Static load testing with temperature compensation for structural health monitoring of bridges;Nguyen;Eng Struct,2016

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