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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Hinweis: Dieser Artikel kann nur an eine deutsche Lieferadresse ausgeliefert werden.