접합부 회전성능이 철골 중간모멘트 골조의 내진성능에 미치는 영향
- Title
- 접합부 회전성능이 철골 중간모멘트 골조의 내진성능에 미치는 영향
- Other Titles
- Effect of Rotation Capacity on Seismic Performance of Steel Intermediate Moment Frames
- Author
- 한상환
- Keywords
- 회전성능; 내진설계; 중간모멘트골조; 내진성능평가; FEMA P-695; Rotation Capacity; Seismic design; ntermediate moment frame; Seismic performance evaluation
- Issue Date
- 2015-04
- Publisher
- 대한건축학회
- Citation
- 대한건축학회 2015년도 춘계학술발표대회논문집 제35권 제1호, Page. 355-356
- Abstract
- The current provision specifies value of 0.02 rad for the minimum rotation capacity of intermediate moment frames. Despite of the advances realized in the domains of performance evaluation method and analysis method, research on the minimum rotation capacity of the intermediate steel moment frame system satisfying the seismic performance has not been conducted in detail. In this study, intermediate moment frames with various rotation capacities were designed according to current standard and evaluated using the seismic performance evaluation method presented in FEMA P-695. The results show that the 20-story structure does not meet the seismic performance even if it satisfies the rotation capacity of 0.02 rad.
- URI
- http://www.dbpia.co.kr/Article/NODE06267414http://hdl.handle.net/20.500.11754/23738
- ISSN
- 2287-5786
- Appears in Collections:
- COLLEGE OF ENGINEERING[S](공과대학) > ARCHITECTURAL ENGINEERING(건축공학부) > Articles
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