| 논문명 |
웨브를 볼트 접합한 보 플랜지 절취형 접합부 골조의 내진성능 평가 / Seismic Performance Evaluation of the Steel Moment Frames with Reduced Beam Section Connections with Bolted Webs |
| 저자명 |
한상환(Han Sang-Whan) ; 황성훈(Hwang Seong-Hoon) ; 문기훈(Moon Ki-Hoon) |
| 발행사 |
대한건축학회 |
| 수록사항 |
대한건축학회논문집 구조계, v.24 n.8 (2008-08) |
| 페이지 |
시작페이지(113) 총페이지(10) |
| ISSN |
12269107 |
| 주제분류 |
구조 |
| 주제어 |
신뢰구간 ; RBS-B 접합부 ; 접합부 모델 ; 성능 평가//Confidence Level ; RBS-B Connections ; Connection Model ; Performance Evaluation |
| 요약2 |
The objective of this study is to evaluate seismic performance of the moment frames with Reduced Beam Section with Bolted web connections (RBS-B). For this purpose, three, nine, and twenty-story frames were considered. Nonlinear static pushover analysis, nonlinear time history analysis, and incremental dynamic analysis are conducted for this purpose. According to FEMA 350, confidence level of the frame was evaluated for the two performance objectives, IO and CP against the hazard level of 50% and 2% in 50 years. The seismic performance was evaluated in accordance with procedure specified in FEMA 350 while seismic performance is estimated in terms of confidence level. |
| 소장처 |
대한건축학회 |