Inelastic behavior and ductility capacity of reinforced concrete bridge piers under earthquake. I: Numerical validation
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Kim, TH | - |
dc.contributor.author | Lee, KM | - |
dc.contributor.author | Yoon, C | - |
dc.contributor.author | Shin, HM | - |
dc.date.accessioned | 2022-03-14T07:42:49Z | - |
dc.date.available | 2022-03-14T07:42:49Z | - |
dc.date.created | 2022-03-14 | - |
dc.date.issued | 2003-09 | - |
dc.identifier.issn | 0733-9445 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hongik/handle/2020.sw.hongik/25936 | - |
dc.description.abstract | Analytical models for the inelastic behavior and ductility capacity of reinforced concrete bridge piers under earthquake are presented in Part I of this two-part paper. Part II presents experimental verification and results from numerical simulations. A general purpose finite element analysis program implementing the reinforced concrete plane stress element and the interface element is developed. Nonlinear analysis results for various reinforced concrete bridge piers subjected to given seismic loading show reasonable agreement with the recorded experimental data, and this validates that the models may be appropriately used as constitutive models for inelastic analyses of reinforced concrete bridge piers under earthquake. The displacement ductility capacity is computed for the members, and a seismic design method for reinforced concrete bridge piers considering the response modification factor is discussed. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | ASCE-AMER SOC CIVIL ENGINEERS | - |
dc.title | Inelastic behavior and ductility capacity of reinforced concrete bridge piers under earthquake. I: Numerical validation | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Yoon, C | - |
dc.identifier.doi | 10.1061/(ASCE)0733-9445(2003)129:9(1208) | - |
dc.identifier.wosid | 000184760200007 | - |
dc.identifier.bibliographicCitation | JOURNAL OF STRUCTURAL ENGINEERING, v.129, no.9, pp.1208 - 1219 | - |
dc.relation.isPartOf | JOURNAL OF STRUCTURAL ENGINEERING | - |
dc.citation.title | JOURNAL OF STRUCTURAL ENGINEERING | - |
dc.citation.volume | 129 | - |
dc.citation.number | 9 | - |
dc.citation.startPage | 1208 | - |
dc.citation.endPage | 1219 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Construction & Building Technology | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Construction & Building Technology | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordAuthor | inelastic action | - |
dc.subject.keywordAuthor | ductility | - |
dc.subject.keywordAuthor | concrete, reinforced | - |
dc.subject.keywordAuthor | bridges, piers | - |
dc.subject.keywordAuthor | earthquakes | - |
dc.subject.keywordAuthor | validation | - |
dc.subject.keywordAuthor | simulation | - |
dc.subject.keywordAuthor | finite element method | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
94, Wausan-ro, Mapo-gu, Seoul, 04066, Korea02-320-1314
COPYRIGHT 2020 HONGIK UNIVERSITY. ALL RIGHTS RESERVED.
Certain data included herein are derived from the © Web of Science of Clarivate Analytics. All rights reserved.
You may not copy or re-distribute this material in whole or in part without the prior written consent of Clarivate Analytics.