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정진윤,박태준,박학길 대한건축학회지회연합회 2008 대한건축학회지회연합회 학술발표대회논문집 Vol.2008 No.1
In general structural analysis, we built 3-D framework model that is not have stiffness of the slab. A slab stiffness unconsidered analysis makes a noticeable analysis tolerance. To attach great importance to consider this point, in this study, We use the program ETABS to analysis slab as a cell. We performed 3-D structure analysis that is similar to the real structure. The purpose of this study is to search that how the slab stiffness make real effects to the result of overall real structural analysis. This study compared and reviewed two different ways using 3-D frame analysis including slab stiffness to find how the slab stiffness effects. As a result, It is hard to interpret the error allowed between the two models. In the actual structural analysis, A margin of error to interpret the analysis results of a structure, we need finite element analysis of that considering the slab stiffness.