다양한 높이를 가진 철골 중간모멘트골조의 내진성능평가

Seismic Performance Evaluation of Steel Intermediate Moment Frames with Different Heights

초록

The objective of this research is to evaluate the seismic performance of steel intermediate moment frames(IMFs) with different heights. The seimic performance is conducted according to ATC-63. Three-, six, nine- and twelve-story IMFs are designed according to KBC 2009. The connection is modeled to have a drift capacity of 0.02rad, which is required for IMF connections. This study shows that the probability of collapse increases with an increase in the height of the frame. Nine- and twelve-story frames did not satisfy the requirement specified in ATC-63.

키워드

steel intermediate moment frameseismic performanceprobability of collapse철골 중간모멘트골조내진성능평가붕괴확률
제목
다양한 높이를 가진 철골 중간모멘트골조의 내진성능평가
제목 (타언어)
Seismic Performance Evaluation of Steel Intermediate Moment Frames with Different Heights
저자
김동휘박유진한상환
DOI
10.7734/COSEIK.2014.27.4.215
발행일
2014-08
저널명
한국전산구조공학회논문집
27
4
페이지
215 ~ 222

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