Repository at Hanyang UniversityCOLLEGE OF ENGINEERING[S](공과대학)ARCHITECTURAL ENGINEERING(건축공학부)Articles
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| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | 한상환 | - |
| dc.date.accessioned | 2020-04-21T07:51:36Z | - |
| dc.date.available | 2020-04-21T07:51:36Z | - |
| dc.date.issued | 2019-05 | - |
| dc.identifier.citation | 한국콘크리트학회 2019년도 봄 학술대회 논문집, v. 31, no. 1, Page. 211-212 | en_US |
| dc.identifier.uri | http://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE08602105&language=ko_KR | - |
| dc.identifier.uri | https://repository.hanyang.ac.kr/handle/20.500.11754/151168 | - |
| dc.description.abstract | 지진하중에 취약한 보-기둥 접합부를 고성능 섬유보강 시멘트 복합재(HIPFRCC)로 보강하고 그 효 과를 확인하고자 구조실험을 수행하였다. 실험체는 슬래브가 있는 외부 보-기둥 접합부를 실 크기로 제작하고, HPFRCC 보강한 시험체와 보강하지 않은 시험체로 구분하였다. 실험결과 HPFRCC 보강한 | 실험체가 기존 RC 접합부 실험체에 비해 최대강도와 최대 변위 향상에 있어서 우수한 성능을 보였다. The experimental study was conducted to investigate seismic performance of beam-column joint reinforced with HPFRCC. Two full-scale specimens were constructed, and one of which was reinforced with HPFRCC. It is observed that the specimen reinforced with HPFRCC exhibited greater strength and deformation capacities than corresponding RC specimen | en_US |
| dc.description.sponsorship | 본 연구는 한국연구재단의 지원(NRF-2017R1A2B3008937)에 의하여 수행된 것으로 이에 감사드립니다. | en_US |
| dc.language.iso | ko_KR | en_US |
| dc.publisher | 한국콘크리트학회 | en_US |
| dc.title | HPFRCC로 보강된 보-기둥 접합부의 내진거동 평가 | en_US |
| dc.title.alternative | Cyclic Behavior of HPFRCC Beam-column Joints | en_US |
| dc.type | Article | en_US |
| dc.relation.no | 1 | - |
| dc.relation.volume | 31 | - |
| dc.relation.page | 211-212 | - |
| dc.contributor.googleauthor | 장용석 | - |
| dc.contributor.googleauthor | 한상환 | - |
| dc.contributor.googleauthor | Chang, Yong Seok | - |
| dc.contributor.googleauthor | Han, Sang Whan | - |
| dc.sector.campus | S | - |
| dc.sector.daehak | COLLEGE OF ENGINEERING[S] | - |
| dc.sector.department | DEPARTMENT OF ARCHITECTURAL ENGINEERING | - |
| dc.identifier.pid | swhan | - |
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