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Examining the Behavior of Precast Column-Footing

Sahil Shah

Abstract


Precast substantial designs are utilized worldwide these days since it abbreviates development period, further develops efficiency, cost effectiveness, and prevalent plant control of underlying components with ordinary cast-in situ substantial designs. The segment balance association is a principal capability in pretty much every sort of construction, since it moves powers between the primary individuals and to give soundness and vigor. There are various strategies for fixing precast substantial segments to an in-situ establishment. In this study an endeavor has been made on breaking down the way of behaving of attachment establishment association between the precast substantial section and establishment. The limited component displaying for in-situ attachment establishment association has been made and examined with the ANSYS bundle. In this study the way of behaving of attachment establishment association like Total disfigurement, Directional Deformation, Maximum chief pressure and Shear pressure not set in stone. The outcomes are talked about.

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References


Priya, A. K., Nagan, S., Rajeswari, M., Nithya, M., Priyanka, P. M., & Vanitha, R. (2016). Analytical investigation on the seismic behaviour of precast pocket foundation connection. Int. J. Adv. Eng. Tech, 7, 214-218.

Ashida, K. M., & Yedhu, K. (2017). Analytical study on seismic stability of different foundation connection. Int Res J Adv Eng Sci, 2(2), 203-9.

FARSANGÄ°, E. (2010). Connections behaviour in precast concrete structures due to seismic loading. Gazi University Journal of Science, 23(3), 315-325..

Miralami, M., Esfahani, M. R., & Tavakkolizadeh, M. (2019). Strengthening of circular RC column-foundation connections with GFRP/SMA bars and CFRP wraps. Composites Part B: Engineering, 172, 161-172..

Buratti, N., Bacci, L., & Mazzotti, C. (2014, August). Seismic behaviour of grouted sleeve connections between foundations and precast columns. In Proceedings of the 2nd European conference on earthquake engineering and seismology. Istanbul, August (pp. 25-29).


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