Evaluation of Thermal Effects on Cable Forces of a Long-Span Prestressed Concrete Cable

Evaluation of Thermal Effects on Cable Forces of a Long-Span Prestressed Concrete Cable–Stayed Bridge

Published:2019-12 Issue:6 Volume:33 Page:04019072
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Wang J. F.¹,Zhang J. T.²,Xu R. Q.³,Yang Z. X.³

Affiliation:

1. Associate Professor, Dept. of Civil Engineering, Zhejiang Univ., Zijingang Campus, Hangzhou 310058, China (corresponding author).

2. Ph.D. Candidate, Dept. of Civil Engineering, Zhejiang Univ., Zijingang Campus, Hangzhou 310058, China.

3. Professor, Dept. of Civil Engineering, Zhejiang Univ., Zijingang Campus, Hangzhou 310058, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001348

Reference19 articles.

1. Measuring and modelling the thermal performance of the Tamar Suspension Bridge using a wireless sensor network

2. Structural health monitoring of single degree of freedom flexible structure having active mass damper under seismic load

3. Temperature effects on cable stayed bridge using health monitoring system: A case study;Cao Y. H.;Struct. Health Monit.,2010

4. Chen Q. A. Li and J. Li. 2007. “Thermal stress in main girder of long-span pre-stressed concrete cable-stayed bridge.” In Vol. 1 of Proc. Int. Conf. on Health Monitoring Structural Material Environment 750–754. Nanjing China: Southeast University Press.

Cited by 16 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. Eliminating thermal responses of stay cables by partially missing sensors toward more reliable and robust SHM;Measurement Science and Technology;2024-08-13

2. Investigation of the Temperature Actions of Bridge Cables Based on Long-Term Measurement and the Gradient Boosted Regression Trees Method;Sensors;2023-06-17

3. Statistical Analyses of the Non-Uniform Longitudinal Temperature Distribution in Steel Box Girder Bridge;Buildings;2023-05-18

4. Temperature behavior of cable-stayed bridges. Part II — temperature actions by using unified analysis;Advances in Structural Engineering;2023-05-15

5. Determination of reasonable internal force state for cable-stayed bridge without backstays;Journal of Civil Structural Health Monitoring;2023-05-10