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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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