Correlation-Based Estimation Method for Cable-Stayed Bridge Girder Deflection Variability under Thermal Action-Reference-Cited by-同舟云学术

Correlation-Based Estimation Method for Cable-Stayed Bridge Girder Deflection Variability under Thermal Action

Published:2018-10 Issue:5 Volume:32 Page:04018070
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Yang Dong-Hui¹,Yi Ting-Hua²,Li Hong-Nan³,Zhang Yu-Feng⁴

Affiliation:

1. Assistant Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China.

2. Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China (corresponding author).

3. Professor, School of Civil Engineering, Dalian Univ. of Technology, Dalian 116023, China; Professor, School of Civil Engineering, Shenyang Jianzhu Univ., Shenyang 110168, China.

4. Professor of Engineering, State Key Laboratory on Safety and Health of In-Service Long-Span Bridges, Nanjing 211112, 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.1943-5509.0001212

Reference28 articles.

1. Experimental analysis of temperature gradients in concrete box-girders

2. Performance Assessment and Prediction of Welded Joints in Orthotropic Decks Considering Hourly Monitoring Data

3. Regression models for structural health monitoring of welded bridge joints based on temperature, traffic and strain measurements

4. Statistical Analysis of Thermal Actions on a Concrete Segmental Box-Girder Bridge

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

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