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Parametric Study of different shape of RCC Silo with Considering the Height to lateral Dimension Ratio

Author(s):

Prashant Nagar , SKSITS Indore; Lavina Talawale, SKSITS Indore

Keywords:

RCC Silo, Earthquake Analysis, H/D Ratio

Abstract

This research gives an insight into the effects on the behaviour of reinforced cement concrete (RCC) silos of the ratio of height to side dimension. In accordance with Janssen's theory according to IS: 4995 (Part I and Part II), we calculate various load and structural parameters. Analysis of silo by RSM. Analysis of silo. For seismic zone V as per IS: 1893 (part-I):2016 the considered silos are studied. The rectangular silo square is a model and is analysed in STAAD Pro. Results are achieved in the form of lateral displacement and base shear for the various height to diameter ratios.

Other Details

Paper ID: IJSRDV9I70026
Published in: Volume : 9, Issue : 7
Publication Date: 01/10/2021
Page(s): 42-47

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