Use of Modal Flexibility for Damage Detection and Condition Assessment: Case Studies and Demonstrations on Large Structures-Reference-Cited by-同舟云学术

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

Published:2006-11 Issue:11 Volume:132 Page:1699-1712
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Catbas F. Necati¹²³,Brown David L.¹²³,Aktan A. Emin¹²³

Affiliation:

1. Assistant Professor, Civil and Environmental Engineering Dept., Univ. of Central Florida, Orlando, FL 32816.

2. Professor, Director, Structural Dynamics Research Lab (SDRL), Univ. of Cincinnati, Cincinnati, OH 45221-0072.

3. Professor, Director, Infrastructure Institute (DI3), Drexel Univ., Philadelphia, PA 19104.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282006%29132%3A11%281699%29

Reference25 articles.

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3. Brinker R. and Anderson P. (2001). “Identification of the Swiss highway bridge by frequency domain decomposition.” Proc. 19th Int. Modal Analysis Conf. SEM Bethel Conn.

4. Catbas F. N. (1997). “Modal analysis of multireference impact test data for steel stringer bridges.” Proc. 15th Int. Modal Analysis Conf. SEM Bethel Conn. 381–389.

5. Condition and Damage Assessment: Issues and Some Promising Indices

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