Investigation on the mapping for temperature-induced responses of a long-span steel truss arch bridge
Author:
Affiliation:
1. Key Laboratory of C&PC Structures of Ministry of Education, Southeast University, Nanjing, China
2. Department of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, IL, USA
Funder
National Natural Science Foundation of China
National Ten Thousand Talent Program for Young Top-notch Talents
Postgraduate Research and Practice Innovation Program of Jiangsu Province
CSC Scholarship
Publisher
Informa UK Limited
Subject
Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering
Link
https://www.tandfonline.com/doi/pdf/10.1080/15732479.2022.2082494
Reference47 articles.
1. Structural health monitoring and reliability estimation: Long span truss bridge application with environmental monitoring data
2. Fiber Bragg grating sensors for structural health monitoring of Tsing Ma bridge: Background and experimental observation
3. Investigation of temperature actions on flat steel box girders of long-span bridges with temperature monitoring data
4. Detection and Localization of Degraded Truss Members in a Steel Arch Bridge Based on Correlation between Strain and Temperature
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