New Representative Temperature for Performance Alarming of Bridge Expansion Joints through Temperature-Displacement Relationship-Reference-Cited by-同舟云学术

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New Representative Temperature for Performance Alarming of Bridge Expansion Joints through Temperature-Displacement Relationship

Published:2018-07 Issue:7 Volume:23 Page:04018043
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Huang Hai-Bin¹,Yi Ting-Hua²,Li Hong-Nan³,Liu Hua⁴

Affiliation:

1. Assistant Professor, School of Civil and Transportation Engineering, Hebei Univ. of Technology, Tianjin 300401, 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.

4. Chief Engineer, China Railway Major Bridge (Nanjing) Bridge and Tunnel Inspect & Retrofit Co., Ltd., Nanjing 210061, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001258

Reference37 articles.

1. Structural Health Monitoring in the Railway Industry: A Review

2. Evaluation of Performance of Bridge Deck Expansion Joints

3. Regularised finite element model updating using measured incomplete modal data

4. Structural damage evolution assessment using the regularised time step integration method

5. The application of principal component analysis and kernel density estimation to enhance process monitoring

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