SEISMIC RESPONSE OF MUL TISTORY BUILDING
STRUCTURES WITH FLEXIBLE FLOOR
DIAPHRAGMS
(주)코리아스칼라
- 최초 등록일
- 2023.04.05
- 최종 저작일
- 1989.03
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* 본 문서는 배포용으로 복사 및 편집이 불가합니다.
서지정보
ㆍ발행기관 : 한국전산구조공학회
ㆍ수록지정보 : 한국전산구조공학회 논문집 / 2권 / 1호
ㆍ저자명 : Dong-Guen Lee, Sung-Kwon Moon
한국어 초록
An efficient model for three-dimensional analysis of mu1tistory structures with f1exible f1∞r diaphragms
ís proposed in this paper. Three- dimensional analysis of a building structure using a finite element
model req버res t려ious input data preparatíon, longer computatíon time, 없1d 녀rger computer memory.
The mAn efficient model for three-dimensional analysis of multistory structures with flexible floor diaphragms
is proposed in this paper. Three-dimensional analysis of a building structure using a finite element
model requires tedious input data preparation, longer computation time, and larger computer memory.
The model proposed in this study is developed by assembling a series of two-dimensional resisting
systems and is considered to overcome the shortcomings of a three- dimensional finite element model
without deteriorating the ao::uracy of analysil:i rel:iultl:i. Static and dynamic analysis results obtained using
the proposed model are in exceUent agreement with those obtained using tltree-dimensional finite element
models in terms of displacements, periods, and mode shapes. Effects of floor diaphragm flexibility on
seismic response of multistory building structures are investigated.여el proposed in thís study ís develop:영 by assemb피19 a series of two-dím앙lSíonal rl없S피19
systems and is considered to over,∞me the shortcomings of a three - dimensional finite element model
without deteríorating the accuracy of ar녕lysís resu1ts. Static and dynamic analysis res버ts obtained using
the proposed m여el are in excellent agreement wíth those obtaint최 using three - dimensional finite element
models in terms of displaæments, periods, and m여e 삶1a야~. Effects of fl∞r 마aphragm f1exibility on
seismic response of mu1tistory b띠lding structures are investigated.
참고 자료
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