Reliability-Based Damage Identification Using Dynamic Signatures-Reference-Cited by-同舟云学术

Reliability-Based Damage Identification Using Dynamic Signatures

Published:2016-03 Issue:3 Volume:21 Page:04015058
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Su Cheng¹,Liao Wei²,Tan Lin³,Chen Ran²

Affiliation:

1. Professor, School of Civil Engineering and Transportation, State Key Laboratory of Subtropical Building Science, South China Univ. of Technology, 381 Wushan Road, Tianhe, Guangzhou 510640, People’s Republic of China (corresponding author).

2. Ph.D. Candidate, School of Civil Engineering and Transportation, South China Univ. of Technology, Tianhe, Guangzhou 510640, People’s Republic of China.

3. Graduate student, School of Civil Engineering and Transportation, South China Univ. of Technology, Tianhe, Guangzhou 510640, People’s Republic of 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.1943-5592.0000819

Reference42 articles.

1. DAMAGE DETECTION IN BRIDGES USING MODAL CURVATURES: APPLICATION TO A REAL DAMAGE SCENARIO

2. Structural Identification for Condition Assessment: Experimental Arts

3. Assessment of vibration-based damage identification techniques

4. Bayesian system identification based on probability logic

5. Updating Models and Their Uncertainties. I: Bayesian Statistical Framework

Cited by 8 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. A Gaussian multi-scale space difference method to multiple slight damage localization based on strain modes;Engineering Computations;2023-08-31

2. Damage detection based on output-only measurements using cepstrum analysis and a baseline-free frequency response function curvature method;Science Progress;2022-01

3. Modal Analysis of Beam Structures with Random Field Models at Multiple Scales;Advances in Civil Engineering;2021-01-04

4. Reliability of Normal Cross Sections of Bending Reinforced Concrete Elements;Lecture Notes in Civil Engineering;2021

5. A novel WOA-based structural damage identification using weighted modal data and flexibility assurance criterion;STRUCT ENG MECH;2020