Approach to Reduce the Limitations of Modal Identification in Damage Detection Using Limited Field Data for Nondestructive Structural Health Monitoring of a Cable-Stayed Concrete Bridge-Reference-Cited by-同舟云学术

Approach to Reduce the Limitations of Modal Identification in Damage Detection Using Limited Field Data for Nondestructive Structural Health Monitoring of a Cable-Stayed Concrete Bridge

Published:2012-11 Issue:6 Volume:17 Page:867-875
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Ismail Z.¹,Ibrahim Z.²,Ong A. Z. C.³,Rahman A. G. A.⁴

Affiliation:

1. Associate Professor, Civil Engineering Dept., Univ. of Malaya, 50603 Kuala Lumpur, Malaysia (corresponding author).

2. Senior Lecturer, Civil Engineering Dept., Univ. of Malaya, 50603 Kuala Lumpur, Malaysia.

3. Graduate Student, Mechanical Engineering Dept., Univ. of Malaya, 50603 Kuala Lumpur, Malaysia.

4. Professor, Mechanical Engineering Dept., Univ. Malaysia Pahang, 26300 Kuantan, Malaysia.

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.1943-5592.0000353

Reference36 articles.

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2. Dulieu-Smith J. M. Staszewski W. J. and Worden K. (1997). “Structural damage assessment using advanced signal processing procedures.” Proc. Int. Workshop on Structural Damage Assessment Using Advanced Signal Processing Procedures DAMAS ‘97 Sheffield Academic Press Sheffield U.K.

3. Farrar C. R. and Doebling S. W. (1997). “An overview of modal-based damage identification methods.” Proc. Int. Workshop on Structural Damage Assessment Using Advanced Signal Processing Procedures DAMAS ‘97 Sheffield Academic Press Sheffield U.K.

4. Experimental validation of the higher-order derivative discontinuity method for damage identification

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