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- W1782600485 abstract "Drift and internal forces due to lateral forces on multi-storey concrete buildings composed of flat plates, columns, and shear walls are considered. For analysis, the structure should be idealized by a model composed of all monolithic components: shear walls, slabs, and columns. All components affecting the structure’s stiffness should be considered in design; this is required by codes. However, for seismic design, codes allow, as alternative, a lateral force-resisting system composed of the shear walls only, but require that the design for the moment and the shearing force, transferred between the column and the slab, be based on the calculated drift. The study in this paper shows that this alternative can greatly overestimate the drift, the unbalanced moments transferred between the columns and the slabs and the bending moments on the shear walls. The design forces depend upon the natural period of vibration, whose value would be overestimated by ignoring the contribution of the slabs and columns to the stiffness of the structure. This paper recommends that the design be based on the analysis of a structural model composed of the shear walls, the slabs, and the columns; the paper also gives guidance on the design of flexural and punching shear reinforcements in the slabs." @default.
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- W1782600485 date "2012-05-01" @default.
- W1782600485 modified "2023-09-27" @default.
- W1782600485 title "Lateral stiffness of flat-plate buildings: punching shear consideration" @default.
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- W1782600485 doi "https://doi.org/10.1139/l2012-027" @default.
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