Evaluation of Inelastic Deformation Capacity of Beams Subjected to Cyclic Loading
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Choi, Kyoung-Kyu | - |
dc.contributor.author | Park, Hong-Gun | - |
dc.date.available | 2018-05-10T14:07:31Z | - |
dc.date.created | 2018-04-17 | - |
dc.date.issued | 2010-09 | - |
dc.identifier.issn | 0889-3241 | - |
dc.identifier.uri | http://scholarworks.bwise.kr/ssu/handle/2018.sw.ssu/14674 | - |
dc.description.abstract | The inelastic deformation capacity of reinforced concrete members subjected to cyclic loading is reduced by the early shear failure of concrete. In this study, an analytical method was developed to predict the inelastic deformation capacity of reinforced concrete beams subjected to cyclic or monotonic loading. To evaluate the relationship between the degraded shear capacity and deformation capacity of the beams, the effect of flexural deformation on the shear capacity of concrete was considered based on the material failure criteria for concrete. Other failure mechanisms, including the buckling and fracture of reinforcing bars, were also considered. The proposed analytical method was verified by comparing its predictions to the previous test results. The results showed that the proposed method can theoretically describe the deterioration of the shear capacity of beams due to inelastic flexural deformation. To apply the proposed method practically; a simplified equation for the evaluation of the deformation capacity of beams was developed. | - |
dc.publisher | AMER CONCRETE INST | - |
dc.relation.isPartOf | ACI STRUCTURAL JOURNAL | - |
dc.subject | REINFORCED-CONCRETE COLUMNS | - |
dc.subject | SHEAR-STRENGTH MODEL | - |
dc.subject | STRAIN | - |
dc.subject | WALLS | - |
dc.title | Evaluation of Inelastic Deformation Capacity of Beams Subjected to Cyclic Loading | - |
dc.type | Article | - |
dc.type.rims | ART | - |
dc.identifier.bibliographicCitation | ACI STRUCTURAL JOURNAL, v.107, no.5, pp.507 - 515 | - |
dc.description.journalClass | 1 | - |
dc.identifier.wosid | 000281660400001 | - |
dc.identifier.scopusid | 2-s2.0-77956960834 | - |
dc.citation.endPage | 515 | - |
dc.citation.number | 5 | - |
dc.citation.startPage | 507 | - |
dc.citation.title | ACI STRUCTURAL JOURNAL | - |
dc.citation.volume | 107 | - |
dc.contributor.affiliatedAuthor | Choi, Kyoung-Kyu | - |
dc.type.docType | Article | - |
dc.subject.keywordAuthor | cyclic shear | - |
dc.subject.keywordAuthor | earthquake design | - |
dc.subject.keywordAuthor | failure criteria | - |
dc.subject.keywordAuthor | reinforced concrete | - |
dc.subject.keywordAuthor | rotation capacity | - |
dc.subject.keywordAuthor | shear strength | - |
dc.subject.keywordPlus | REINFORCED-CONCRETE COLUMNS | - |
dc.subject.keywordPlus | SHEAR-STRENGTH MODEL | - |
dc.subject.keywordPlus | STRAIN | - |
dc.subject.keywordPlus | WALLS | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
Soongsil University Library 369 Sangdo-Ro, Dongjak-Gu, Seoul, Korea (06978)02-820-0733
COPYRIGHT ⓒ SOONGSIL 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.