Seismic collapse performance of special moment steel frames with torsional irregularities
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Han, Sang Whan | - |
dc.contributor.author | Kim, Tae-O | - |
dc.contributor.author | Kim, Dong Hwi | - |
dc.contributor.author | Baek, Seong-Jin | - |
dc.date.accessioned | 2022-07-14T02:54:57Z | - |
dc.date.available | 2022-07-14T02:54:57Z | - |
dc.date.created | 2021-05-12 | - |
dc.date.issued | 2017-06 | - |
dc.identifier.issn | 0141-0296 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/152287 | - |
dc.description.abstract | Many building structures exhibit torsional irregularity, which is a type of horizontal irregularity. It is difficult to estimate the inelastic response of torsionally irregular structures subjected to earthquake ground motions using numerical analyses because torsionally irregular structures experience both lateral displacement and floor rotation. This study evaluates the collapse performance of multi-story model structures with various degrees of torsional irregularity via nonlinear response history analyses. This study also proposes a procedure for computing design story drift demands, which allows torsionally irregular structures to have uniform collapse risk irrespective of the degree of torsional irregularity. (C) 2017 Elsevier Ltd. All rights reserved. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | ELSEVIER SCI LTD | - |
dc.title | Seismic collapse performance of special moment steel frames with torsional irregularities | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Han, Sang Whan | - |
dc.identifier.doi | 10.1016/j.engstruct.2017.03.045 | - |
dc.identifier.scopusid | 2-s2.0-85016513620 | - |
dc.identifier.wosid | 000400879700034 | - |
dc.identifier.bibliographicCitation | Engineering Structures, v.141, pp.482 - 494 | - |
dc.relation.isPartOf | Engineering Structures | - |
dc.citation.title | Engineering Structures | - |
dc.citation.volume | 141 | - |
dc.citation.startPage | 482 | - |
dc.citation.endPage | 494 | - |
dc.type.rims | ART | - |
dc.type.docType | Article | - |
dc.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Engineering, Civil | - |
dc.subject.keywordPlus | ASYMMETRIC BUILDINGS | - |
dc.subject.keywordPlus | MODELS | - |
dc.subject.keywordAuthor | Torsional irregularity | - |
dc.subject.keywordAuthor | Inelastic response | - |
dc.subject.keywordAuthor | Ground motion | - |
dc.subject.keywordAuthor | Collapse performance | - |
dc.subject.keywordAuthor | Story drift | - |
dc.subject.keywordAuthor | Nonlinear response history analysis | - |
dc.identifier.url | https://www.sciencedirect.com/science/article/pii/S0141029617309525?via%3Dihub | - |
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