Modeling Deformation Induced by Thermal Loading Using Long-Term Bridge Monitoring Data-Reference-Cited by-同舟云学术

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Modeling Deformation Induced by Thermal Loading Using Long-Term Bridge Monitoring Data

Published:2018-06 Issue:3 Volume:32 Page:04018011
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Zhou Guang-Dong¹,Yi Ting-Hua²,Chen Bin³,Chen Xin⁴

Affiliation:

1. Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210098, China (corresponding author).

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

3. Ph.D. Candidate, Dept. of Civil Engineering, Zhejiang Univ., Hangzhou 310058, China.

4. Associate Professor, Jiangsu Province Key Laboratory of Structure Engineering, Suzhou Univ. of Science and Technology, Suzhou 215011, 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.1943-5509.0001154

Reference23 articles.

1. A fuzzy extension of the silhouette width criterion for cluster analysis

2. Temperature effects on cable stayed bridge using health monitoring system: a case study

3. Approximation by superpositions of a sigmoidal function

4. Prediction of Rib Fracture Injury Outcome by an Artificial Neural Network

5. Faravelli L. Bortoluzzi D. Messervey T. B. and Sasek L. (2014). “Temperature effects on the response of the bridge ‘ÖBB Brücke Großhaslau.’” Mechanics and Model-Based Control of Advanced Engineering Systems Springer Vienna Austria 85–94.

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1. Monitoring and analysis of temperature distribution in reinforced concrete bridge box girders in Vietnam;Case Studies in Construction Materials;2024-07

2. Time-lag effect of thermal displacement and its compensation method for long-span bridges;Journal of Civil Structural Health Monitoring;2024-02-22

3. Prediction Model for Long-Term Bridge Bearing Displacement Using Artificial Neural Network and Bayesian Optimization;Structural Control and Health Monitoring;2023-07-14

4. A temperature-driven approach for quantitative assessment of strengthening effect of continuous bridges using structural health monitoring data;Structural Health Monitoring;2023-07-03

5. Thermal behaviors of bridges — A literature review;Advances in Structural Engineering;2023-01-27

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