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Comparative statis analysis of Regular and irregular building

Sneha rajesaheb magar

Abstract


ABSTRACT: In this paper is increased safety and evaluate the seismic performance of Irregular and Regular building. There are several numbers of factors affecting the behavior of building. In the this paper work a parametric study is performed on Irregular and Regular plan of building with infill wall 230 mm thick and internal wall 115 mm thick provide at G+15 storey with Regular and Irregular building in seismic zone IV for medium soil condition. It is intended to describe the comparative performance characteristics such as modal time period, base shear and storey stiffness and height against displacement. The work is carried out on a building with the help of different mathematical models considering various methods for improving the seismic performance of the building. The equivalent static analysis is carried out on the entire mathematical 3D model using the software ETab and the comparisons of Regular and Irregular are presented. Finally,the performance of all Building in seismic zone IV and medium soil condition.

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References


Indian standard code for Reinforced Concrete structure IS 456:2000

Indian standard code for Erath resisting structure IS 1893: 2002 (Part 1)

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DOI: https://doi.org/10.37628/jsea.v3i2.240

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