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접합부 회전성능이 철골 중간모멘트 골조의 내진성능에 미치는 영향Effect of Rotation Capacity on Seismic Performance of Steel Intermediate Moment Frames
- Other Titles
- Effect of Rotation Capacity on Seismic Performance of Steel Intermediate Moment Frames
- Issue Date
- Apr-2015
- Publisher
- 대한건축학회
- Keywords
- 회전성능; 내진설계; 중간모멘트골조; 내진성능평가; FEMA P-69; Rotation Capacity; Seismic design; Intermediate moment frame; Seismic performance evaluation; FEMA P-695
- Citation
- 대한건축학회 춘계학술발표대회논문집, v.35, no.1, pp.355 - 356
- Indexed
- OTHER
- Journal Title
- 대한건축학회 춘계학술발표대회논문집
- Volume
- 35
- Number
- 1
- Start Page
- 355
- End Page
- 356
- ISSN
- 2287-5786
- 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.
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Related Researcher
- Han, Sang Whan
- COLLEGE OF ENGINEERING (SCHOOL OF ARCHITECTURAL ENGINEERING)