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철골 보통모멘트 골조의 내진성능평가Seismic Performance Evaluation of Steel Ordinary Moment Frames
- Other Titles
- Seismic Performance Evaluation of Steel Ordinary Moment Frames
- Authors
- Baek, Seong-Jin; Han, Sang Whan
- Issue Date
- Apr-2016
- Publisher
- 대한건축학회
- Keywords
- 철골 보통모멘트골조; 내진설계범주; 내진성능평가; Steel Ordinary Moment Frame; Seismic Design Category; Seismic Performance Evaluation
- Citation
- 대한건축학회 학술발표대회논문집 - 2016년도 춘계, v.36, no.1, pp.297 - 298
- Indexed
- OTHER
- Journal Title
- 대한건축학회 학술발표대회논문집 - 2016년도 춘계
- Volume
- 36
- Number
- 1
- Start Page
- 297
- End Page
- 298
- ISSN
- 2287-5786
- Abstract
- As a seismic force resisting system, steel ordinary moment frame (OMF) has been widely in regions of low and moderate seismicity. In this study, the seismic performance of the steel OMFs designed according to current seismic code was evaluated. For this purpose, 3, 6, 9, 12, 15, 18-story buildings in seismic design category (SDC) C are designed according to seismic design specifications (ASCE 7-10 and AISC 341-10). The probability of collapse of steel OMFs with Welded Unreinforced Flange-Bolted Web (WUF-B) connection was estimated according to FEMA P695. The collapse probability of the 18-story OMF in SDC C is larger than the limiting collapse probability specified in FEMA P695.
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Collections - 서울 공과대학 > 서울 건축공학부 > 1. Journal Articles
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Related Researcher
- Han, Sang Whan
- COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)