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Base Shear Reduction Using Diverse Dimension of Columns with Identical Concrete Grade In High Rise Structure Under Earthquake Loading
Author Name

Sumant Patidar and Rahul Sharma

Abstract

At the present days the structure are ready with lots of current traditions like tall structure etc and there necessity is satisfied by fresh modernization and latest thoughts. A multiplicity of innovators bounded by them used to build the structure with their own alternative and also the insist of market. The parameter of assessment of consequence such as displacement and storey drift are obtained in fundamentals of the any multistoried structure situated in earthquake Zone-III, earthquake effects are acting on the building under 7 diverse best sizes of column for decrease of base shear. For base shear decrease using the best dimension of column columns with same concrete grade in multistoried building under seismic loading, to study the decrease of base shear and inspect with the alliance of E-Tabs design software.

 

Keywords— concrete grade, Base Shear, Efficient size, Lateral Loading, Response spectrum analysis, Seismic Effects, ETabs



Published On :
2022-12-17

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