Punching Shear of Reinforced Concrete Flat Plates with Openings

About The Book

This book presents the results of an experimental and analytical investigation undertaken to evaluate the punching shear capacity of interior slab-column connections for panels with openings strengthened using (CFRP) sheets. All slabs were simply supported on the four edges and loaded through a central column. The slabs had various arrangements of the openings around the column. Two schemes of CFRP sheets were applied for strengthening around openings.
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