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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 한국계산역학회 Computers and Concrete, An International Journal Computers and Concrete, An International Journal Vol.22 No.4
- 발행연도
- 2018.1
- 수록면
- 365 - 372 (8page)
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초록· 키워드
오류제보하기
The current design codes present an equivalent frame method (EFM) for the analysis and design of two-way slab structures. However, since the EFM was developed to be suitable for two-way slab structures subjected to gravity loads only, it brings many problems in its application to the analysis of two-way slabs to which gravity and lateral loads are applied simultaneously. Therefore, authors proposed the unified equivalent frame method (UEFM) that can analyze the structural behavior of flat-plate slab systems subjected to gravity and lateral loads in their previous studies. In this study, the UEFM was modified to be applicable to the two-way slab system with beams. In addition, the accuracy of the proposed UEFM was then examined by comparing it to the lateral behaviors of the two-way slab specimens.
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참고문헌 (15)
참고문헌 신청
Alexander, S.D.B. / 1987 / Ultimate strength of slab-column connections / ACI Struct. J. 84(3):255~261
Almeida, A.F.O. / 2016 / Punching behaviour of RC flat slabs under reversed horizontal cyclic loading / Eng. Struct. 117(1):204~219
최승호 / 2017 / Unified equivalent frame method for post-tensioned flat plate slab structures / Computers and Concrete, An International Journal 20(6):663~670
Choi, S.H. / 2014 / Unified equivalent frame method for flat plate slab structures under combined gravity and lateral loads-Part 2: verification / Earthq. Struct. 7(5):735~751
Corley, W.G. / 1970 / Equivalent frame analysis for slab design / ACI J. Proc. 67(11):875~884
Almeida, A.F.O. / 2016 / Punching behaviour of RC flat slabs under reversed horizontal cyclic loading / Eng. Struct. 117(1):204~219
최승호 / 2017 / Unified equivalent frame method for post-tensioned flat plate slab structures / Computers and Concrete, An International Journal 20(6):663~670
Choi, S.H. / 2014 / Unified equivalent frame method for flat plate slab structures under combined gravity and lateral loads-Part 2: verification / Earthq. Struct. 7(5):735~751
Corley, W.G. / 1970 / Equivalent frame analysis for slab design / ACI J. Proc. 67(11):875~884
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