论文简介：

Brittle punching failure of flat plates can occur due to the transfer
of shearing forces and unbalanced moments between slabs and
columns. Design of connections of columns to flat plates to insure
safety against punching failure is presented. This paper covers the
design procedure in most practical situations, including interior,
edge, and corner columns; prestressed and nonprestressed slabs;
slabs with openings; and slabs with shear reinforcement. The ACI
318-95 Building Code requirements are adhered to where applicable.
Numerical examples are presented to demonstrate the
design procedure. Seismic design considerations are not discussed
in this paper.



附件名：201112201324365990727.zip

文件大小：663K

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