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다양한 SDC와 높이를 갖는 철골 중간모멘트 골조의 내진성능평가Seismic Performance Evaluation of Steel Intermediate Moment Frames with Various SDCs and Heights

Other Titles
Seismic Performance Evaluation of Steel Intermediate Moment Frames with Various SDCs and Heights
Authors
한상환박유진
Issue Date
Aug-2015
Publisher
대한건축학회
Keywords
steel intermediate moment frame; seismic design category; height; seismic force resisting system; probability of collapse; 철골 중간모멘트골조; 내진설계범주; 높이; 지진력 저항 시스템; 붕괴확률
Citation
대한건축학회논문집 구조계, v.31, no.8, pp.27 - 34
Indexed
KCI
Journal Title
대한건축학회논문집 구조계
Volume
31
Number
8
Start Page
27
End Page
34
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/156598
DOI
10.5659/JAIK_SC.2015.31.8.27
ISSN
1226-9107
Abstract
Steel intermediate moment frames (IMF) have been widely used as a seismic force resisting system in regions of low and moderate seismicity. In this study, the seismic collapse performance of the steel IMFs designed according to current seismic code was evaluated. For this purpose, seventeen steel IMFs were designed according to seismic design codes (ASCE 7-10 and AISC 360-10), and the probability of collapse for these frames are estimated. The probability of collapse of steel IMFs became larger with an increases in the height of frames. And the probability of collapse of steel IMFs also became larger as the level of SDC is higher. Several IMFs designed according to current seismic design codes did not satisfy the acceptance criteria specified in FEMA P-695.
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