Change Localization of a Steel-Stringer Bridge through Long-Gauge Strain Measurements-Reference-Cited by-同舟云学术

Change Localization of a Steel-Stringer Bridge through Long-Gauge Strain Measurements

Published:2016-03 Issue:3 Volume:21 Page:04015057
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhang J.¹,Cheng Y. Y.²,Xia Q.²,Wu Z. S.³

Affiliation:

1. Professor, Key Laboratory of C&PC Structures of the Ministry of Education, Southeast Univ., Nanjing 210096, China (corresponding author).

2. Ph.D. Student, International Institute for Urban Systems Engineering, Southeast Univ., Nanjing 210096, China.

3. Professor, International Institute for Urban Systems Engineering, Southeast Univ., Nanjing 210096, 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.1943-5592.0000802

Reference24 articles.

1. Assessment of Vibration-based Damage Identification Methods Using Displacement and Distributed Strain Measurements

2. Practical Implementation of Optical Fiber Sensors in Civil Structural Health Monitoring

3. ASCE SEI Committee on Structural Identification of Constructed Systems. (2011). “Structural identification of constructed facilities: Approaches methods and technologies for effective practice of St-Id.” F. N. Catbas T. Kijewski-Correa and A. E. Aktan eds. ASCE Reston VA.

4. Model-Based Damage Identification in a Continuous Bridge Using Vibration Data

5. Use of Modal Flexibility for Damage Detection and Condition Assessment: Case Studies and Demonstrations on Large Structures

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