Repository at Hanyang UniversityCOLLEGE OF ENGINEERING[S](공과대학)ARCHITECTURAL ENGINEERING(건축공학부)Articles
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dc.contributor.author한상환-
dc.date.accessioned2022-02-11T07:18:27Z-
dc.date.available2022-02-11T07:18:27Z-
dc.date.issued2020-06-
dc.identifier.citation한국콘크리트학회 학술대회 논문집, v. 32, no. 1, page. 75-76en_US
dc.identifier.urihttps://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE09372154-
dc.identifier.urihttps://repository.hanyang.ac.kr/handle/20.500.11754/167304-
dc.description.abstract본 연구에서 실제 크기의 네 모서리 보-기둥 접합부 실험체를 제작하고 반복가력으로 구조실험을 수행하였다. 주요변수는 실험체의 접합부에 HPFRCC 보강과 가력방향이다. 실험결과 HPFRCC 보강한 실험체가 일반 콘크리트 실험체에 비해 더 큰 최대강도와 최대변위를 보였다. In this study, four full-scale corner concrete beam-column joint specimens were made and tested under cyclic loading. The test variables were the application of HPFRCC to the joint and loading direction. HPFRCC specimens had larger maximum strength and deformation capacity than the corresponding reinforced concrete specimen.en_US
dc.description.sponsorship본 연구는 국토교통과학기술진흥원(20CTAP-C152179-02)에 의하여 수행된 것으로 이에 감사를 표한다.en_US
dc.language.isoko_KRen_US
dc.publisher한국콘크리트학회en_US
dc.titleHPFRCC 보강된 모서리 접합부의 내진거동 평가en_US
dc.title.alternativeSeismic Behavior of Corner Beam-column Joints Reinforced with HPFRCC Subjected Bidirectional Loadsen_US
dc.typeArticleen_US
dc.relation.page1-2-
dc.contributor.googleauthor장용석-
dc.contributor.googleauthor한상환-
dc.contributor.googleauthorChang, Yong Seok-
dc.contributor.googleauthorHan, Sang Whan-
dc.sector.campusS-
dc.sector.daehakCOLLEGE OF ENGINEERING[S]-
dc.sector.departmentSCHOOL OF ARCHITECTURAL ENGINEERING-
dc.identifier.pidswhan-
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