Retrofit of artificially perforated shear wall in existing dominant wall structure
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Choi, Chang Sik | - |
dc.contributor.author | Choi, Y.C. | - |
dc.contributor.author | Choi, H.K. | - |
dc.contributor.author | Lee, M.S. | - |
dc.date.accessioned | 2022-12-21T06:28:28Z | - |
dc.date.available | 2022-12-21T06:28:28Z | - |
dc.date.created | 2022-09-16 | - |
dc.date.issued | 2007-09 | - |
dc.identifier.issn | 1013-9826 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/179612 | - |
dc.description.abstract | A series of three shear wall specimens were tested under constant axial stress and reversed cyclical lateral loading in order to evaluate the seismic retrofit that had been proposed for the shear wall with the opening induced by remodeling. One of these specimens was tested in the as-built condition and the other two were retrofitted prior to testing. The retrofit involved the use of carbon fiber sheets and steel plates (a thickness of 3mm) over the entire face of the wall. The test results showed that the failed specimens had shear fractures and that two different types of retrofitting strategies had different effects on the strengths of each specimen. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | Trans Tech Publications Ltd | - |
dc.title | Retrofit of artificially perforated shear wall in existing dominant wall structure | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Choi, Chang Sik | - |
dc.identifier.doi | 10.4028/0-87849-448-0.917 | - |
dc.identifier.scopusid | 2-s2.0-34547378123 | - |
dc.identifier.bibliographicCitation | Key Engineering Materials, v.348-349, pp.917 - 920 | - |
dc.relation.isPartOf | Key Engineering Materials | - |
dc.citation.title | Key Engineering Materials | - |
dc.citation.volume | 348-349 | - |
dc.citation.startPage | 917 | - |
dc.citation.endPage | 920 | - |
dc.type.rims | ART | - |
dc.type.docType | Conference Paper | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordPlus | Carbon fibers | - |
dc.subject.keywordPlus | Sheet metal | - |
dc.subject.keywordPlus | Steel structures | - |
dc.subject.keywordPlus | Stress analysis | - |
dc.subject.keywordPlus | Structural analysis | - |
dc.subject.keywordPlus | Structural loads | - |
dc.subject.keywordPlus | Carbon fiber sheets | - |
dc.subject.keywordPlus | Remodeling | - |
dc.subject.keywordPlus | Steel plates | - |
dc.subject.keywordPlus | Shear walls | - |
dc.subject.keywordAuthor | Carbon fiber sheet | - |
dc.subject.keywordAuthor | Opening | - |
dc.subject.keywordAuthor | Remodeling | - |
dc.subject.keywordAuthor | Shear wall | - |
dc.subject.keywordAuthor | Steel plate | - |
dc.identifier.url | https://www.scientific.net/KEM.348-349.917 | - |
Items in ScholarWorks are protected by copyright, with all rights reserved, unless otherwise indicated.
222, Wangsimni-ro, Seongdong-gu, Seoul, 04763, Korea+82-2-2220-1365
COPYRIGHT © 2021 HANYANG UNIVERSITY.
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.