Periodic seismic performance evaluation of highway bridges using structural health monitoring system SCIE SCOPUS KCI

Cited 6 time in WEB OF SCIENCE Cited 9 time in Scopus
Title
Periodic seismic performance evaluation of highway bridges using structural health monitoring system
Author(s)
Yi, Jin-Hak; Kim, Dookie; Feng, Maria Q.
KIOST Author(s)
Yi, Jin-Hak(이진학)
Alternative Author(s)
이진학
Publication Year
2009-03-30
Abstract
In this study, the periodic seismic performance evaluation scheme is proposed using a structural health monitoring system in terms of seismic fragility. An instrumented highway bridge is used to demonstrate the evaluation procedure involving (1) measuring ambient vibration of a bridge under general vehicle loadings, (2) identifying modal parameters from the measured acceleration data by applying output-only modal identification method, (3) updating a preliminary finite element model (obtained from structural design drawings) with the identified modal parameters using real-coded genetic algorithm, (4) analyzing nonlinear response time histories of the structure under earthquake excitations, and finally (5) developing fragility curves represented by a log-normal distribution function using maximum likelihood estimation. It is found that the seismic fragility of a highway bridge can be updated using extracted modal parameters and can also be monitored further by utilizing the instrumented structural health monitoring system.
ISSN
1225-4568
URI
https://sciwatch.kiost.ac.kr/handle/2020.kiost/4313
DOI
10.12989/sem.2009.31.5.527
Bibliographic Citation
STRUCTURAL ENGINEERING AND MECHANICS, v.31, no.5, pp.527 - 544, 2009
Publisher
TECHNO-PRESS
Subject
AMBIENT VIBRATION; GENETIC ALGORITHM; ANCIENT AQUEDUCT; IDENTIFICATION
Keywords
seismic performance evaluation; seismic fragility curve; model updating; genetic algorithm; output-only modal identification
Type
Article
Language
English
Document Type
Article
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