Seismic Performance of Two-Story Confined Masonry Building
摘要
Present study emphases on the seismic performance of two-story confined masonry buildings. The existing work investigates the seismic performance of two-story confined masonry building situated in seismic and V of India. To carry out the present work, a two-story confined masonry building located at seismic Zone V of India is designed and its seismic performance is studied by performing Pushover analysis as per FEMA-356 (2000) using SAP 2000 software.