Probabilistic Structural Health Assessment with Identified Physical Parameters from Incomplete Measurements-Reference-Cited by-同舟云学术

Probabilistic Structural Health Assessment with Identified Physical Parameters from Incomplete Measurements

Published:2016-09 Issue:3 Volume:2 Page:
ISSN:2376-7642
Container-title:ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
language:en
Short-container-title:ASCE-ASME J. Risk Uncertainty Eng. Syst., Part A: Civ. Eng.

Author:

Mukhopadhyay Suparno¹,Luş Hilmi²,Betti Raimondo³

Affiliation:

1. Postdoctoral Researcher, Dept. of Civil Engineering and Engineering Mechanics, Columbia Univ., New York 10027 (corresponding author).

2. Associate Professor, Dept. of Civil Engineering, Bogazici Univ., Bebek, Istanbul 34342, Turkey.

3. Professor, Dept. of Civil Engineering and Engineering Mechanics, Columbia Univ., New York 10027.

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/AJRUA6.0000838

Reference46 articles.

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2. A structural health monitoring strategy using cepstral features

3. A statistical framework with stiffness proportional damage sensitive features for structural health monitoring

4. Balsamo L. Mukhopadhyay S. Betti R. and Luş H. (2013). “Damage detection using flexibility proportional coordinate modal assurance criterion.” Proc. 31st Int. Modal Analysis Conf. Springer New York 1–8.

5. Multi-stage identification scheme for detecting damage in structures under ambient excitations

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