접합부 회전성능이 철골 중간모멘트 골조의 내진성능에 미치는 영향

Effect of Rotation Capacity on Seismic Performance of Steel Intermediate Moment Frames

초록

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.

키워드

회전성능내진설계중간모멘트골조내진성능평가FEMA P-69Rotation CapacitySeismic designIntermediate moment frameSeismic performance evaluationFEMA P-695
제목
접합부 회전성능이 철골 중간모멘트 골조의 내진성능에 미치는 영향
제목 (타언어)
Effect of Rotation Capacity on Seismic Performance of Steel Intermediate Moment Frames
저자
박유진한상환
발행일
2015-04
유형
정기학술지(Article(Perspective Article포함))
저널명
대한건축학회 춘계학술발표대회논문집
35
1
페이지
355 ~ 356