Seismic Assessment of RC Framed Building Using Shear Failure Model

Seismic Assessment of RC Framed Building Using Shear Failure Model

A simplified Model for nonlinear shear force-deformation of RC section.

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Prediction of nonlinear shear hinge parameters in RC members is difficult because it involves a number of parameters like shear capacity, shear displacement, shear stiffness. As shear failure are brittle in nature, designer must ensure that shear failure can never occur. Designer has to design the sections such that flexural failure (ductile mode of failure) precedes the shear failure. Also design code does not permit shear failure. However, past earthquakes reveal that majority of the reinforced concrete (RC) structures failed due to shear. Therefore accurate modelling of shear failure is alm...