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http://dx.doi.org/10.12989/cac.2018.22.4.365

Application of unified equivalent frame method to two-way slab structures with beams  

Choi, Seung-Ho (Department of Architectural Engineering, University of Seoul)
Lee, Deuck Hang (Department of Civil Engineering, Nazarbayev University)
Oh, Jae-Yuel (Department of Architectural Engineering, University of Seoul)
Cho, Hae-Chang (Department of Architectural Engineering, University of Seoul)
Lee, Jae-Yeon (Division of Architecture, Mokwon University)
Kim, Kang Su (Department of Architectural Engineering, University of Seoul)
Publication Information
Computers and Concrete / v.22, no.4, 2018 , pp. 365-372 More about this Journal
Abstract
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.
Keywords
two-way slab; lateral load; gravity load; equivalent frame method; transverse beam; parallel beam;
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Times Cited By KSCI : 1  (Citation Analysis)
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