Effect of Height to Lateral Dimension Ratio on Dynamic Behaviour of Rcc Circular Silo
Journal Title: International Journal of Engineering and Science Invention - Year 2018, Vol 7, Issue 6
Abstract
This research work provides an idea of effect of height to lateral dimension ratio on dynamic behaviour of reinforced cement concrete (RCC) circular silo. The various load intensity and structural parameterare calculate using Janssen’s theory as per IS: 4995 (Part I and Part II): 1974. Analysis of silo done using Response Spectrum Method and Wind Analysis. The considered silos are studied for different seismic zone i.e. Zone-III and Zone-V as per IS: 1893 (Part-I):2016 and wind analysis is carried out as per IS: 875 (PartIII): 2015. The circular silo is model and analysis is carried out inSTAAD Pro. Result are obtained for the various height to diameter ratio in the form of lateral displacement and base shear. It is seen that if height to diameter ratio increases then the effect of wind load appear in critical load combination for Zone-III whereas for Zone-V earthquake load be a part of critical load combination for lateral displacement. Base shear is increases with height to diameter ratio increase and also for the higher seismic zone.
Authors and Affiliations
Sagar R. Aambat, Sunil M. Rangari, Priyanka A. Jadhav
Keywords
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