Model Updating of a Concrete Beam with Extensive Distributed Damage Using Experimental Frequency Response Function-Reference-Cited by-同舟云学术

Model Updating of a Concrete Beam with Extensive Distributed Damage Using Experimental Frequency Response Function

Published:2016-04 Issue:4 Volume:21 Page:04015081
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Esfandiari Akbar¹,Rahai Alireza²,Sanayei Masoud³,Bakhtiari-Nejad Firooz²

Affiliation:

1. Assistant Professor, Amirkabir Univ. of Technology, 15875-4413 Tehran, Iran; formerly, Visiting Scholar, Tufts Univ., Medford, MA 02155.

2. Professor, Amirkabir Univ. of Technology, 15875-4413 Tehran, Iran.

3. Professor, Dept. of Civil & Environmental Engineering, Tufts Univ., Medford, MA 02155 (corresponding author).

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.1943-5592.0000855

Reference23 articles.

1. Frequency response function based damage identification using principal component analysis and pattern recognition technique

2. Conti P. and Donley M. (1992). “Test/analysis correlation using frequency response functions.” Proc. Int. Modal Analysis Conf. 10th 724–729.

3. Doebling S. W. Farrar C. R. Prime M. B. and Shevitz D. W. (1996). “Damage identification and health monitoring of structural and mechanical systems from changes in their vibration characteristics: A literature review.” Rep. LA-13070-MS Los Alamos National Laboratory Los Alamos NM.

4. Structural damage identification in laminated structures using FRF data

5. Damage detection in bridges using accurate modal parameters

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