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RC 보-기둥 접합부의 2방향 내진거동 평가

Title
RC 보-기둥 접합부의 2방향 내진거동 평가
Other Titles
Seismic Behavior of RC Beam-column Connections Under Uni- and Bidirectional Loads
Author
한상환
Issue Date
2019-05
Publisher
한국콘크리트학회
Citation
한국콘크리트학회 2019년도 봄 학술대회 논문집, v. 31, no. 1, Page. 213-214
Abstract
본 연구에서는 가력 방법에 따른 보-기둥 접합부의 내진 성능을 평가하였다. 이를 위해, KCI 기준 | 에 만족하는 full-scale 실험체를 두 개 제작하여 반복가력 실험을 수행하였다. 한 실험체는 1방향 반 복가력하고 남은 한 실험체는 2방향 반복가력한 후 그 결과를 비교하였다. 접합부이력거동은 가력 방법 에 따라 큰 영향을 받는 것으로 나타났다. In this study, the hysteretic behavior of RC beam-column joints was evaluated throughout experimental tests. Two full-scale specimens were constructed according to current standards design provisions, and tested under reversed cyclic loads. One specimen was subjected to unidirectional loading and the other was subjected to bidirectional loading. Experimental results show that the hysteresis behavior of the joint was greatly affected by loading types.
URI
http://www.dbpia.co.kr/journal/articleDetail?nodeId=NODE08602106&language=ko_KRhttps://repository.hanyang.ac.kr/handle/20.500.11754/151169
Appears in Collections:
COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
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