Abstract
This study compares the seismic performance of a conventional high-rise building, designed following standard codes, with an outrigger structural system featuring additional lateral resisting elements like outriggers and friction dampers. The aim is to assess the effectiveness of the outrigger system in reducing seismic forces in high seismic zone IV, zone V and enhancing overall building performance. Through seismic analysis using ETABS and comparing in storey displacement results. The findings will offer valuable insights to aid engineers in making informed decisions for seismic-prone regions, leading to safer and more resilient high-rise structures. Key Words: conventional structure, outrigger structure, friction dampers, static and dynamic analysis (Response spectrum method)
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