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 | 2022-02-17T06:40:04Z | - |
dc.date.available | 2022-02-17T06:40:04Z | - |
dc.date.created | 2022-02-10 | - |
dc.date.issued | 2015-05 | - |
dc.identifier.issn | 8755-2930 | - |
dc.identifier.uri | https://scholarworks.bwise.kr/kumoh/handle/2020.sw.kumoh/20410 | - |
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 | SAGE Publications | - |
dc.title | Seismic performance evaluation of intermediate moment frames with reduced beam section and bolted web connections | - |
dc.type | Article | - |
dc.contributor.affiliatedAuthor | Hwang, Seong-Hoon | - |
dc.identifier.doi | 10.1193/022113EQS042M | - |
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.description.journalClass | 1 | - |
dc.description.isOpenAccess | N | - |
dc.description.journalRegisteredClass | scie | - |
dc.description.journalRegisteredClass | scopus | - |
dc.relation.journalResearchArea | Engineering | - |
dc.relation.journalWebOfScienceCategory | Engineering, CivilEngineering, Geological | - |
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