Repository at Hanyang UniversityCOLLEGE OF ENGINEERING[S](공과대학)ARCHITECTURAL ENGINEERING(건축공학부)Articles
378 0

Full metadata record

DC FieldValueLanguage
dc.contributor.author한상환-
dc.date.accessioned2017-04-26T00:38:21Z-
dc.date.available2017-04-26T00:38:21Z-
dc.date.issued2015-08-
dc.identifier.citation대한건축학회논문집 구조계, v. 31, NO 8, Page. 27-34en_US
dc.identifier.issn1226-9107-
dc.identifier.issn2384-1788-
dc.identifier.urihttp://www.dbpia.co.kr/Journal/ArticleDetail/NODE06505185?TotalCount=1&Seq=1&q=((%5B%EB%8B%A4%EC%96%91%ED%95%9C%20SDC%EC%99%80%20%EB%86%92%EC%9D%B4%EB%A5%BC%20%EA%B0%96%EB%8A%94%20%EC%B2%A0%EA%B3%A8%20%EC%A4%91%EA%B0%84%EB%AA%A8%EB%A9%98%ED%8A%B8%20%EA%B3%A8%EC%A1%B0%EC%9D%98%20%EB%82%B4%EC%A7%84%EC%84%B1%EB%8A%A5%ED%8F%89%EA%B0%80%C2%A7coldb%C2%A72%C2%A751%C2%A73%5D))&searchWord=%EC%A0%84%EC%B2%B4%3D%5E%24%EB%8B%A4%EC%96%91%ED%95%9C%20SDC%EC%99%80%20%EB%86%92%EC%9D%B4%EB%A5%BC%20%EA%B0%96%EB%8A%94%20%EC%B2%A0%EA%B3%A8%20%EC%A4%91%EA%B0%84%EB%AA%A8%EB%A9%98%ED%8A%B8%20%EA%B3%A8%EC%A1%B0%EC%9D%98%20%EB%82%B4%EC%A7%84%EC%84%B1%EB%8A%A5%ED%8F%89%EA%B0%80%5E*&searchWordCondition=%EC%9E%90%EB%A3%8C%EC%9C%A0%ED%98%95%3D%5E%24%EC%A0%84%EC%B2%B4%5E*&Multimedia=0&isIdentifyAuthor=0&Collection=0&isFullText=0&specificParam=0&SearchMethod=0&Sort=1&SortType=desc&Page=1&PageSize=50-
dc.identifier.urihttp://hdl.handle.net/20.500.11754/26971-
dc.description.abstractSteel intermediate moment frames (IMF) have been widely used as a seismic force resisting system in regions of low and moderate seismicity In this study, the seismic collapse performance of the steel IMFs designed according to current seismic code was evaluated For this purpose, seventeen steel IMFs were designed according to seismic design codes (ASCE 7-10 and AISC 360-10), and the probability of collapse for these frames are estimated The probability of collapse of steel IMFs became larger with an increases in the height of frames And the probability of collapse of steel IMFs also became larger as the level of SDC is higher Several IMFs designed according to current seismic design codes did not satisfy the acceptance criteria specified in FEMA P-695en_US
dc.description.sponsorship이 연구는 2014년도 정부(미래창조과학부)의 재원으로 한국연구재단의 지원을 받아 수행된 연구임 (No. 2012R1A2A2A06045129).en_US
dc.language.isoko_KRen_US
dc.publisher대한건축학회en_US
dc.subject철골 중간모멘트골조en_US
dc.subject내진설계범주en_US
dc.subject높이en_US
dc.subject지진력 저항 시스템en_US
dc.subject붕괴확률en_US
dc.subjectsteel intermediate moment frameen_US
dc.subjectseismic design categoryen_US
dc.subjectheighten_US
dc.subjectseismic force resisting systemen_US
dc.subjectprobability of collapseen_US
dc.title다양한 SDC와 높이를 갖는 철골 중간모멘트 골조의 내진성능평가en_US
dc.title.alternativeSeismic Performance Evaluation of Steel Intermediate Moment Frames with Various SDCs and Heightsen_US
dc.typeArticleen_US
dc.relation.no8-
dc.relation.volume31-
dc.identifier.doi10.5659/JAIK_SC.2015.31.8.27-
dc.relation.page27-34-
dc.relation.journal대한건축학회논문집 구조계-
dc.contributor.googleauthor한상환-
dc.contributor.googleauthor박유진-
dc.contributor.googleauthorHan, Sang Whan-
dc.contributor.googleauthorPark, Yu-Jin-
dc.relation.code2015040772-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentDEPARTMENT OF ARCHITECTURAL ENGINEERING-
dc.identifier.pidswhan-
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
Files in This Item:
There are no files associated with this item.
Export
RIS (EndNote)
XLS (Excel)
XML
Show simple item record


qrcode

Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.

BROWSE