Seismic Effect of RCC Building Control by Viscous Damper

Abstract

Structures are particularly outlined to resist the strengths produced by seismic tremors, depending on a combination of quality, deformability, and vitality assimilation. These powers can cause noteworthy changes in displacement, story drift, and base responses, possibly coming about in harm or indeed collapse of the building. To neutralize these seismic powers, different frameworks are accessible for basic resistance. In this inquire about ponder, the center was on examining an RCC structure prepared with thick dampers One such system is the passive system, which utilizes mechanical devices like dampers to mitigate earthquake effects. In this research study, the focus was on analyzing an RCC structure equipped with dampers. The objective was to assess the behaviour of the structure under seismic loads by applying earthquake time history analysis using Ahmedabad and E1Centro earthquake records within the ETABS software. Through this analysis, the think about pointed to supply experiences into the execution of the RCC structure with thick dampers, particularly in terms of relocation, story float, and base responses.