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높이에 따른 철골 중간모멘트 골조의 내진성능평가Seismic Performance Evaluation of Steel Intermediate Moment Frames with Different Structure Heights

Other Titles
Seismic Performance Evaluation of Steel Intermediate Moment Frames with Different Structure Heights
Authors
박유진한상환
Issue Date
Oct-2014
Publisher
대한건축학회
Keywords
중간모멘트골조; 내진성능평가; 붕괴확률; 내진설계범주; ATC-63; Intermediate moment frames; seismic performance evaluation; probability of collapse; Seismic Design Category; ATC-63
Citation
대한건축학회 추계학술발표대회논문집, v.34, no.2, pp.455 - 456
Indexed
OTHER
Journal Title
대한건축학회 추계학술발표대회논문집
Volume
34
Number
2
Start Page
455
End Page
456
URI
https://scholarworks.bwise.kr/hanyang/handle/2021.sw.hanyang/158824
ISSN
2287-5786
Abstract
This study evaluated seismic performance of steel intermediate moment frames (IMFs) with various heights. 3-, 6-, 9-, 12-, 15-,and 18-story IMFs in Seismic Design Category (SDC) Bmax are designed according to ASCE 7-10 . The seismic performance wasconducted following the ATC-63 procedure. This study shows that the probability of collapse increases with an increase in storiesof the frame. 18-story frame did not satisfy the requirement specified in ATC-63.
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