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다양한 높이를 가지는 철골 보통모멘트 골조의 내진성능평가Seismic Performance Evaluation of Steel Ordinary Moment Resisting Frames with Various Heights
- Other Titles
- Seismic Performance Evaluation of Steel Ordinary Moment Resisting Frames with Various Heights
- Issue Date
- Oct-2016
- Publisher
- 대한건축학회
- Keywords
- 철골 보통모멘트 골조; 높이; 붕괴확률; Steel ordinary moment frame; Structural height; Collapse probability
- Citation
- 2016 대한건축학회 추계학술발표대회논문집, v.36, no.2, pp.724 - 725
- Indexed
- OTHER
- Journal Title
- 2016 대한건축학회 추계학술발표대회논문집
- Volume
- 36
- Number
- 2
- Start Page
- 724
- End Page
- 725
- ISSN
- 2287-5786
- Abstract
- Steel ordinary moment frame(steel OMF) has been widely used as a seismic force resisting system in low and moderate seismic regions. In this study, the seismic performance of the steel OMFs with various heights was evaluated. For this purpose, nine steel OMFs were designed in compliance with seismic design codes(ASCE/SEI 7-10, ANSI/AISC 341-10) and the seismic performance evaluation of these frames was carried out following the methodology in FEMA P-695. The collapse probability of steel OMFs became larger with an increase in the height of frames. Several steel OMFs designed according to current seismic design codes did not satisfy the acceptance criteria specified in FEMA P-695
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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)