Modelling Shear-flexure Interaction in Equivalent Frame Models of Slender Reinforced Concrete Walls
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چکیده
منابع مشابه
Modelling shear-flexure interaction in equivalent frame models of slender RC walls
Experimental results for quasi-static cyclic tests on reinforced concrete (RC) walls have shown that shear deformations can constitute a significant ratio of the total deformations when the wall is loaded beyond the elastic regime. For walls, which form a stable flexural hinge at their base, the ratio of shear to flexural deformations remains approximately constant over the entire range of impo...
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