Seismic Performance Evaluation of Intermediate Moment Frames with Reduced Beam Section and Bolted Web Connections
DC Field | Value | Language |
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dc.contributor.author | Han, Sang Whan | - |
dc.contributor.author | Moon, Ki Hoon | - |
dc.contributor.author | Hwang, Seong-Hoon | - |
dc.contributor.author | Stojadinovic, Bozidar | - |
dc.date.accessioned | 2022-07-15T22:59:38Z | - |
dc.date.available | 2022-07-15T22:59:38Z | - |
dc.date.created | 2021-05-12 | - |
dc.date.issued | 2015-05 | - |
dc.identifier.issn | 8755-2930 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/157324 | - |
dc.description.abstract | A reduced beam section with a bolted web (RBS-B) connection is permitted for use only in intermediate moment frames (IMF) according to the ANSI/AISC 358-05. This is because some RBS-B test specimens failed to achieve 4% total rotation capacity, which is the minimum story drift angle required for special moment frames (SMF). Several studies reported that some RBS-B connections could experience brittle connection fracture during earthquakes, which can also be detrimental to the seismic performance of IMF systems with RBS-B connections. For investigating whether IMFs with RBS-B connections provide a satisfactory seismic performance, this study evaluated the seismic performance of IMFs with pre-qualified RBS-B connections following the ATC-63 procedure. Twenty-four model buildings were designed according to current seismic design provisions. Several IMFs with RBS-B connections do not satisfy the acceptance criteria specified in ATC-63. | - |
dc.language | 영어 | - |
dc.language.iso | en | - |
dc.publisher | ESAGE PUBLICATIONS INC | - |
dc.title | Seismic Performance Evaluation of Intermediate Moment Frames with Reduced Beam Section and Bolted Web Connections | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Han, Sang Whan | - |
dc.identifier.doi | 10.1193/022113EQS042M | - |
dc.identifier.scopusid | 2-s2.0-84964078140 | - |
dc.identifier.wosid | 000355576000013 | - |
dc.identifier.bibliographicCitation | EARTHQUAKE SPECTRA, v.31, no.2, pp.895 - 919 | - |
dc.relation.isPartOf | EARTHQUAKE SPECTRA | - |
dc.citation.title | EARTHQUAKE SPECTRA | - |
dc.citation.volume | 31 | - |
dc.citation.number | 2 | - |
dc.citation.startPage | 895 | - |
dc.citation.endPage | 919 | - |
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.relation.journalWebOfScienceCategory | Engineering, Geological | - |
dc.subject.keywordPlus | Bolts | - |
dc.subject.keywordPlus | Earthquakes | - |
dc.subject.keywordPlus | Seismic waves | - |
dc.subject.keywordPlus | Acceptance criteria | - |
dc.subject.keywordPlus | Design provisions | - |
dc.subject.keywordPlus | Reduced beam section | - |
dc.subject.keywordPlus | Rotation capacity | - |
dc.subject.keywordPlus | Seismic Performance | - |
dc.subject.keywordPlus | Seismic performance evaluation | - |
dc.subject.keywordPlus | Special moment frames | - |
dc.subject.keywordPlus | Test specimens | - |
dc.subject.keywordPlus | brittle deformation | - |
dc.subject.keywordPlus | building code | - |
dc.subject.keywordPlus | dynamic analysis | - |
dc.subject.keywordPlus | dynamic response | - |
dc.subject.keywordPlus | earthquake engineering | - |
dc.subject.keywordPlus | performance assessment | - |
dc.subject.keywordPlus | seismic response | - |
dc.subject.keywordPlus | structural analysis | - |
dc.subject.keywordPlus | structural component | - |
dc.subject.keywordPlus | structural response | - |
dc.subject.keywordPlus | Seismic design | - |
dc.identifier.url | http://mr.crossref.org/iPage?doi=10.1193%2F022113EQS042M | - |
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