DC Field | Value | Language |
---|---|---|
dc.contributor.author | Lee, Kyoung Jae | ko |
dc.contributor.author | Yun, Chung Bang | ko |
dc.date.accessioned | 2008-10-10T06:22:42Z | - |
dc.date.available | 2008-10-10T06:22:42Z | - |
dc.date.created | 2012-02-06 | - |
dc.date.created | 2012-02-06 | - |
dc.date.issued | 2008-05 | - |
dc.identifier.citation | SMART STRUCTURES AND SYSTEMS, v.4, no.3, pp.319 - 342 | - |
dc.identifier.issn | 1738-1584 | - |
dc.identifier.uri | http://hdl.handle.net/10203/7633 | - |
dc.description.abstract | Identification of the nonlinear hysteretic behavior of a reinforced concrete (RC) bridge pier subjected to earthquake loads is carried out based on acceleration measurements of the earthquake motion and bridge responses. The modified Takeda model is used to describe the hysteretic behavior of the RC pier with a small number of parameters, in which the nonlinear behavior is described in logical forms rather than analytical expressions. Hence, the modified extended Kalman filter is employed to construct the state transition matrix using a finite difference scheme. The sequential modified extended Kalman filter algorithm is proposed to identify the unknown parameters and the state vector separately in two steps, so that the size of the problem for each identification procedure may be reduced and possible numerical problems may be avoided. Mode superposition with a modal sorting technique is also proposed to reduce the size of the identification problem for the nonlinear dynamic system with multi-degrees of freedom. Example analysis is carried out for a continuous bridge with a RC pier subjected to earthquake loads in the longitudinal and transverse directions. | - |
dc.description.sponsorship | This study has been supported by the Smart Infra-Structure Technology Center established at KAIST under the sponsorship of the Korea Science and Engineering Foundation. The support is greatly acknowledged. | en |
dc.language | English | - |
dc.language.iso | en_US | en |
dc.publisher | TECHNO-PRESS | - |
dc.subject | STRUCTURAL DYNAMIC-SYSTEMS | - |
dc.subject | LEAST-SQUARE ESTIMATION | - |
dc.subject | DAMAGE IDENTIFICATION | - |
dc.subject | HYSTERETIC SYSTEMS | - |
dc.subject | MODE-SUPERPOSITION | - |
dc.subject | SEISMIC ANALYSIS | - |
dc.subject | ALGORITHMS | - |
dc.subject | FRAMES | - |
dc.subject | MEMBERS | - |
dc.title | Parameter identification for nonlinear behavior of RC bridge piers using sequential modified extended Kalman filter | - |
dc.type | Article | - |
dc.identifier.wosid | 000254679400004 | - |
dc.identifier.scopusid | 2-s2.0-41749099089 | - |
dc.type.rims | ART | - |
dc.citation.volume | 4 | - |
dc.citation.issue | 3 | - |
dc.citation.beginningpage | 319 | - |
dc.citation.endingpage | 342 | - |
dc.citation.publicationname | SMART STRUCTURES AND SYSTEMS | - |
dc.embargo.liftdate | 9999-12-31 | - |
dc.embargo.terms | 9999-12-31 | - |
dc.contributor.localauthor | Yun, Chung Bang | - |
dc.type.journalArticle | Article | - |
dc.subject.keywordAuthor | sequential modified extended Kalman filter | - |
dc.subject.keywordAuthor | nonlinear system identification | - |
dc.subject.keywordAuthor | hysteretic behavior of RC pier | - |
dc.subject.keywordAuthor | the modified Takeda model | - |
dc.subject.keywordAuthor | modal sorting | - |
dc.subject.keywordAuthor | acceleration measurement only | - |
dc.subject.keywordPlus | STRUCTURAL DYNAMIC-SYSTEMS | - |
dc.subject.keywordPlus | LEAST-SQUARE ESTIMATION | - |
dc.subject.keywordPlus | DAMAGE IDENTIFICATION | - |
dc.subject.keywordPlus | HYSTERETIC SYSTEMS | - |
dc.subject.keywordPlus | MODE-SUPERPOSITION | - |
dc.subject.keywordPlus | SEISMIC ANALYSIS | - |
dc.subject.keywordPlus | ALGORITHMS | - |
dc.subject.keywordPlus | FRAMES | - |
dc.subject.keywordPlus | MEMBERS | - |
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