A COMPARATIVE STUDY OF G+5 BUILDING WITH AND WITHOUT SEISMIC LOADS USING STAAD. PRO

The majority of engineers are looking into how well multi-story residential apartment buildings can withstand earthquake forces using sophisticated non-linear techniques. In this study, a G+5-storey structure's ability to withstand earthquake forces is examined using the much easier equivalent static method and the Staad Pro software. The seismic analysis is further contrasted with the non-seismic analysis of an equivalent structure using a dead load and super load combination. It had been noted that the seismic results had significantly higher maximum moments and shear forces than the non-seismic analysis Previous earthquakes have shown that many structures were either entirely or partially destroyed as a result of earthquakes. Therefore, it is crucial to comprehend the unstable responses of these structures. The comparison of seismic and non-seismic structures is the main goal of the current research. In accordance with the specifications of IS codes 1893, 875, and 456:2000, the analysis was completed.