Detection and Localization of Degraded Truss Members in a Steel Arch Bridge Based on Correlation between Strain and Temperature-Reference-Cited by-同舟云学术

Detection and Localization of Degraded Truss Members in a Steel Arch Bridge Based on Correlation between Strain and Temperature

Published:2017-10 Issue:5 Volume:31 Page:04017082
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Ding You-Liang¹,Wang Gao-Xin²,Hong Yu³,Song Yong-Sheng⁴,Wu Lai-Yi⁵,Yue Qing⁶

Affiliation:

1. Professor, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., 2 Sipailou Rd., Xuanwu District, Nanjing 210096, China (corresponding author).

2. Ph.D. Student, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., 2 Sipailou Rd., Xuanwu District, Nanjing 210096, China.

3. Ph.D. Student, Southwest Jiaotong Univ., Xibuytuan Zone, Gaoxin District, Chengdu 611756, China.

4. Ph.D. Graduate, Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education, Southeast Univ., 2 Sipailou Rd., Xuanwu District, Nanjing 210096, China.

5. Engineer, China Railway Major Bridge (Nanjing) Bridge and Tunnel Inspect and Retrofit Co., Ltd, 8 Panneng Rd., Gaoxin District, Nanjing 210096, China.

6. Senior Engineer, China Railway Major Bridge (Nanjing) Bridge and Tunnel Inspect and Retrofit Co., Ltd, 8 Panneng Rd., Gaoxin District, Nanjing 210096, 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.1943-5509.0001075

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