Statistical analysis of the identified modal properties of a 5-story RC seismically damaged building specimen-Reference-Cited by-同舟云学术

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Statistical analysis of the identified modal properties of a 5-story RC seismically damaged building specimen

Published:2014-01-09 Issue: Volume: Page:4593-4600
ISSN:
Container-title:Safety, Reliability, Risk and Life-Cycle Performance of Structures and Infrastructures
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Author:

Astroza R,Ebrahimian H,Conte J,Restrepo J,Hutchinson T

Publisher

CRC Press

Reference8 articles.

1. Allemang, R. J., Brown, D. L. 1982. A correlation coefficient and Probability for Engineers. John Wiley & Sons. for modal vector analysis. Proceedings of the Interna- Nayeri, R., S. F. Masri, Ghanem, R.G. and Nigbor, R.L. 2008. tional Modal Analysis Conference, 110-116, Orlando, A novel approach for the structural identification and mon-FL. itoring of a full-scale 17-story building based on ambient

2. A Summary Review of Vibration-Based Damage Identification Methods

Cited by 2 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. Output-Only Modal Parameter Identification of Systems Subjected to Various Types of Excitation;Journal of Engineering Mechanics;2020-11

2. System Identification of a Five-Story Building Using Seismic Strong-Motion Data;Conference Proceedings of the Society for Experimental Mechanics Series;2019-05-23

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