Abstract
An experiment was conducted to investigate the behavior of punching shear on connection between column and slab as the effect of axial loading. Four test specimens that consist of high strength concrete slab and normal concrete slab were tested with axial loading. Test result indicated that the capacity of load deflection as behavior of punching shear on a connection of column and slab as the effect of axial loading on high strength concrete slabs higher than load deflection on normal strength concrete slab.
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