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dc.contributor.author한상환-
dc.date.accessioned2019-12-05T15:28:42Z-
dc.date.available2019-12-05T15:28:42Z-
dc.date.issued2018-02-
dc.identifier.citationEARTHQUAKE SPECTRA, v. 34, no. 1, page. 55-76en_US
dc.identifier.issn8755-2930-
dc.identifier.issn1944-8201-
dc.identifier.urihttps://earthquakespectra.org/doi/10.1193/011117EQS010M-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/117605-
dc.description.abstractSteel ordinary moment frames (OMF) are seismic force-resisting systems that can be used in buildings. In current seismic design and detailing provisions, such as the American Society of Civil Engineers ASCE/SEI 7-10 (2010), American Institute of Steel Construction ANSI/AISC 341-10 (2010), and ANSI/AISC 358-10 (2010), less stringent design and detailing requirements are specified for steel OMFs compared with those for steel special-and intermediate-moment frames. The strong-column weak-beam (SC/WB) requirement is not enforced for steel OMF connections. In the present study, the seismic performance evaluation is conducted for steel OMFs designed according to current seismic design and detailing provisions considering different combinations of gravity, seismic, and wind loads, as well as wind drift limits. Based on the results of seismic performance evaluation, permissible structural heights for steel OMFs are also proposed.en_US
dc.description.sponsorshipAuthors would like to acknowledge the financial support provided by the National Research Foundation of Korea (No. NRF-2017R1A2B3008937).en_US
dc.language.isoen_USen_US
dc.publisherEARTHQUAKE ENGINEERING RESEARCH INSTen_US
dc.subjectCOLLAPSE PERFORMANCEen_US
dc.subjectDESIGNen_US
dc.titleSeismic Performance Evaluation of Steel Ordinary Moment Framesen_US
dc.typeArticleen_US
dc.relation.no1-
dc.relation.volume34-
dc.identifier.doi10.1193/011117EQS010M-
dc.relation.page55-76-
dc.relation.journalEARTHQUAKE SPECTRA-
dc.contributor.googleauthorHan, Sang Whan-
dc.contributor.googleauthorKim, Tae O.-
dc.contributor.googleauthorBaek, Seong Jin-
dc.relation.code2018001160-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF ARCHITECTURAL ENGINEERING-
dc.identifier.pidswhan-
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COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
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