A STUDY ON ANALYSIS OF RC MULTISTORIED BUILDING (G+25) IN DIFFERENT SEISMIC ZONES AND DIFFERENT WIND SPEED

Syed Ashmeer Sulaiman
M.Tech.(Structural Engineering) ,Khaja Bandanawaz College Of Engineering Gulbarga, Karnataka, India , IN

Md Mansoor Ahmed
M.Tech.(Structural Engineering) ,Khaja Bandanawaz College Of Engineering Gulbarga, Karnataka, India , IN

Shaik Abdulla
M.Tech.(Structural Engineering) ,Khaja Bandanawaz College Of Engineering Gulbarga, Karnataka, India , IN

Syed Arfath
M.Tech.(Structural Engineering) ,Khaja Bandanawaz College Of Engineering Gulbarga, Karnataka, India , IN

Keywords: Displacement, Drift, Dampers, storey shear, Equivalent static method

Abstract

At the pointonce a structure is subjected to earthquake, it reacts by vibrating. A seismic earthquake forcemay be settled into 3mutually opposite directions, i.e., the 2 horizontal directions (x and y) and also the vertical direction (z). This motion makes the structure vibrate. it's quite necessary to review the impacts of horizontal loads caused by wind and seismic earthquakes within the analysis of RC structures, significantly for high-rise structures. The fundamental aim of learningaboutseismic earthquake safe
structures is that structures need to have the capability to oppose minor quakes while notinflictingharm.The current study covers regarding the concrete multi-storied building with different Seismic zones of India and with four totally different wind speeds using’s ETabs. The current study is regardingwhat proportion the structure effectsvaries from different seismic ZONES and different wind speeds.

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