Nonlinear finite element analysis of shearwalls with various types of openings
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Bae, Baek-il | - |
dc.contributor.author | Choi, Hyun Ki | - |
dc.contributor.author | Choi, Chang Sik | - |
dc.date.accessioned | 2022-07-16T22:00:11Z | - |
dc.date.available | 2022-07-16T22:00:11Z | - |
dc.date.created | 2021-05-11 | - |
dc.date.issued | 2011-02 | - |
dc.identifier.issn | 1022-6680 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/169151 | - |
dc.description.abstract | The installation of new opening is necessary for remodeling project, house merging type. Current structural design code cannot provide the deterministic way for designing the shear walls with openings. So many engineers prefer to retrofit the perforated wall area for the structural safety. For the safe design of retroftitting, for the perforated structural walls, we carried out nonlinear finite element analysis to find the coupling effect of remaing walls. Specifically, many types of shapes were considered and various area of rectangular openings were analyzed. For the effective retrofitting, door shape and such area about 20% of wall is appropriate for retrofitting of reinforced concrete shearwalls. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | Scientific.Net | - |
dc.title | Nonlinear finite element analysis of shearwalls with various types of openings | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Choi, Chang Sik | - |
dc.identifier.doi | 10.4028/www.scientific.net/AMR.194-196.1900 | - |
dc.identifier.scopusid | 2-s2.0-79952552991 | - |
dc.identifier.bibliographicCitation | Advanced Materials Research, v.194-196, pp.1900 - 1903 | - |
dc.relation.isPartOf | Advanced Materials Research | - |
dc.citation.title | Advanced Materials Research | - |
dc.citation.volume | 194-196 | - |
dc.citation.startPage | 1900 | - |
dc.citation.endPage | 1903 | - |
dc.type.rims | ART | - |
dc.type.docType | Conference Paper | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scopus | - |
dc.subject.keywordPlus | Coupling effect | - |
dc.subject.keywordPlus | Coupling element | - |
dc.subject.keywordPlus | FEM | - |
dc.subject.keywordPlus | Non-linear finite-element analysis | - |
dc.subject.keywordPlus | Opening shape | - |
dc.subject.keywordPlus | Perforated walls | - |
dc.subject.keywordPlus | Safe designs | - |
dc.subject.keywordPlus | Structural design codes | - |
dc.subject.keywordPlus | Structural safety | - |
dc.subject.keywordPlus | Structural walls | - |
dc.subject.keywordPlus | Reinforced concrete | - |
dc.subject.keywordPlus | Retrofitting | - |
dc.subject.keywordPlus | Shear flow | - |
dc.subject.keywordPlus | Shear walls | - |
dc.subject.keywordPlus | Structural design | - |
dc.subject.keywordPlus | Finite element method | - |
dc.subject.keywordAuthor | Coupling elements | - |
dc.subject.keywordAuthor | FEM | - |
dc.subject.keywordAuthor | Opening shape | - |
dc.subject.keywordAuthor | Shearwall | - |
dc.identifier.url | https://www.scientific.net/AMR.194-196.1900 | - |
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