Application of Structural Health Monitoring Techniques to Track Structural Changes in a Retrofitted Building Based on Ambient Vibration-Reference-Cited by-同舟云学术

Application of Structural Health Monitoring Techniques to Track Structural Changes in a Retrofitted Building Based on Ambient Vibration

Published:2007-12 Issue:12 Volume:133 Page:1311-1325
ISSN:0733-9399
Container-title:Journal of Engineering Mechanics
language:en
Short-container-title:J. Eng. Mech.

Author:

Nayeri R. D.¹²³,Masri S. F.¹²³,Chassiakos A. G.¹²³

Affiliation:

1. Viterbi School of Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531.

2. Viterbi School of Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531 (corresponding author).

3. School of Engineering, California State Univ., Long Beach, CA 90840.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%282007%29133%3A12%281311%29

Reference46 articles.

1. Agbabian M. S. and Masri S. F. eds. (1988). Proc. Int. Workshop on Nondestructive Evaluation for Performance of Civil Structures Publication No. M8805 Univ. of Southern California Los Angeles.

2. Balageas D. L. ed. (2002). Proc. 1st European Workshop on Structural Health Monitoring Ecole Normale Superieure de Cachan Paris.

3. Beck J. L. Vanik M. W. and Katafygiotis L. S. (1994). “Determination of model parameters from ambient vibration data for structural health monitoring.” Proc. 1st World Conf. on Structural Control Pasadena Calif.

4. Boller C. and Staszewski W. J. eds. (2004). Proc. 2nd European Workshop on Structural Health Monitoring DEStech Publications Inc. Munich Germany.

Cited by 33 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. Noncontact Operational Modal Analysis of a High-Rise Building Based on an Interferometric Radar System and Combined Modal Estimation Scheme;Journal of Structural Engineering;2024-04

2. Modal identification with uncertainty quantification of large‐scale civil structures via a hybrid operation modal analysis framework;The Structural Design of Tall and Special Buildings;2024-02-24

3. Shaking table test of steel truss frame focusing on acceleration and strain response for post-earthquake buckling evaluation;Bulletin of Earthquake Engineering;2023-02-10

4. Structural Identification of a 52-Story High-Rise in Downtown Los Angeles Based on Short-Term Wind Vibration Measurements;Journal of Structural Engineering;2023-01

5. Structural Identification of a 52-Story High-Rise in Downtown Los Angeles Based on Short-Term Wind Vibration Measurements;Journal of Structural Engineering;2023-01