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
- 박유진; 한상환
- 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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