Abstract
Nonlinear time history analyses, under different levels of recorded earthquake ground motion, are carried out using the computer program ABAQUS to study the seismic damage in shear wall – slab junction of an RC wall-frame building. The beams, columns, shear walls and slabs are discretized with eight-noded solid elements. The incurred cumulative damage is determined at various locations for all the three models. It is observed that the damage gets primarily concentrated at the wall – slab junction region with increasing levels of ground motion.
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