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- W2391858500 abstract "To study the overall mechanical properties of bidirectional RC slab with concrete filled steel tubular column,tests on one specimen with 1 /2 scale model under vertical load were conducted,the moment distribution,variation of deflection and failure mode were analyzed. The calculation results from the direct design method(DDM),empirical coefficient method(ECM) and finite element method were compared with the experimental results. The results show that the DDM and ECM can be used to design bidirectional RC slab with fixed side support,but the moment coefficients need to adjust. The peripheral cast-in-place shear wall can improve bearing capacity of the slab,the variation of deflection is related to cell shape,slab thickness and span. Increasing the thickness of plate properly and integrated construction of concrete filled steel tubular conumn and shear wall are proposed to improve the overall stiffiness within the prescibed limits." @default.
- W2391858500 created "2016-06-24" @default.
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- W2391858500 date "2014-01-01" @default.
- W2391858500 modified "2023-09-24" @default.
- W2391858500 title "Integral performance of bidirectional RC slab with concrete filled steel tubular column under vertical loads" @default.
- W2391858500 hasPublicationYear "2014" @default.
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