TECHNICAL PAPERS
Nov 1, 2008

Damage Diagnosis of Frame Structures Using Modified Modal Strain Energy Change Method

Publication: Journal of Engineering Mechanics
Volume 134, Issue 11

Abstract

This work presents a modified modal strain energy change (M-MSEC) method and its corresponding iteration process to detect damage to frame structures. Analytical results of a three-dimensional frame structure demonstrate that the quantity of damage can be identified correctly by using different modes in the M-MSEC method. A full-scale experimental study is also performed to evaluate the robustness of the M-MSEC method on damage detection as well as damage quantification. Satisfactory results are shown in relation to the modeling error, noise effect, and limited measurements.

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Acknowledgments

The writers gratefully acknowledge the support of the research by the National Science Council of Taiwan under Grant No. NSCTNSC 95-2625-Z002-032 and the support of the Program for Excellence Research Team of National Taiwan University, under Grant No. UNSPECIFIED95R0066–BE03-05.

References

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Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 134Issue 11November 2008
Pages: 1000 - 1012

History

Received: Mar 5, 2007
Accepted: Apr 25, 2008
Published online: Nov 1, 2008
Published in print: Nov 2008

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Notes

Note. Associate Editor: Lambros S. Katafygiotis

Authors

Affiliations

Ting-Yu Hsu [email protected]
Ph.D. Candidate, Dept. of Civil Engineering, National Taiwan Univ., and Assistant Research Fellow, National Center for Research on Earthquake Engineering, Taiwan, No. 200, Sec. 3, HsinHai Rd., Taipei, Taiwan 106. E-mail: [email protected]
Chin-Hsiung Loh [email protected]
Professor, Dept. of Civil Engineering, National Taiwan Univ., No. 1, Sec. 4, Roosevelt Rd., Taipei, Taiwan 106. E-mail: [email protected]

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