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Performance Based Analysis of Multistoried Confined Masonry Building using Etabs Software

Author(s):
Vikram Thakur , World College of Technology & Management, Farrukhnagar, Gurugram; Ankit Sethi, World College of Technology & Management, Farrukhnagar, Gurugram

Keywords:
Confined Masonry Building (CM), Seismic Analysis, Base Shear, RCC Frame, Response Spectrum Method, Static Loading Method

Abstract

There are several damage reports because of the unreinforced structures. Further, there is need to develop another option for regular RCC frame structure such as confined masonry structures. In this paper I want to discuss about seismic analysis of confined masonry building. This will help to compare equivalent RCC frame to confined building. For this purpose, software like ETABS is used as well as manual calculation has been done. These building types are compared based on base shear, storey drift, lateral displacement etc.

Other Details
Paper ID: IJSRDV8I60037
Published in: Volume : 8, Issue : 6
Publication Date: 01/09/2020
Page(s): 19-24

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