摘要
Destruction of reinforced concrete(RC)structures,particularly non-ductile RC structures,in recent earthquakes demonstrate their vulnerability under lateral forces generated in an earthquake.Despite the extensive literature on the subject and the wide variety of strengthening techniques available,there is no consensus on the efficiency of these techniques in improving the seismic performance of RC structures.In this study,a five-storeyed RCframed building is considered to evaluate its seismic performance through static non-linear pushover analysis.To examine the effect of various cases encountered in practice,the pushover analysis is carried out on the RC frame for various cases,i.e.a bare RC frame,an RC frame with masonry infills but with an open ground storey,and RC frames with shear walls with a variety of thicknesses and steel reinforcement ratios.Further,to investigate the effect of retrofitting,the RC frame is strengthened using local jacketing and bracings.From the results,it is observed that the initial stiffness and base shear of masonry infilled RC frame with an open ground storey exhibit an increase of 2.6%,and 19%,respectively,as compared to the bare frame.The use of shear walls increases the initial stiffness and base shears,and they increase by 6–14%and 8–20%,respectively,with an increase in the reinforcement ratio in the shear wall.Retrofitting with the use of both diagonal bracings causes the base shear to increase by a factor of 7.7 as compared to that of the open ground storey.Finally,the probability of damage to the RC frame in all cases was compared using seismic fragility curves.
