COMPARISON STUDY OF LATERAL LOAD RESISTING SYSTEMS OF MULTISTORIED BUILDING BY CONSIDERING HIGH SEISMIC ZONE

Abstract

Since ancient times, everyone has known that earthquakes may inflict calamities. Modern structures are more vulnerable to earthquakes because they are thinner and more easily swayed. Buildings may already be made more earthquake-proof thanks to the work of engineers and experts. Many credible studies have shown that the use of lateral load resisting elements within the building layout significantly improves the structure's performance in earthquakes. The present research makes use of a 15Mx12m design. Utilising the software package ETABS 9.7.4, the operation has been carried out for the diverse cases of spur walls, bracings, and
dampers at varied heights. In this study, a maximum height of 33.3 metres is taken into account.