Call For Paper Volume:4 Issue:6 Jun'2017

ANALYSIS OF A BUILDING FRAME CONSIDERING SOIL- STRUCTURE INTERACTION.

Publication Date : 15/04/2016



Author(s) :

Raksha Khare , Raksha Khare , Dr.H.S.Chore.


Volume/Issue :
Volume 3
,
Issue 4
(04 - 2016)



Abstract :

Raksha Khare The study deals with the physical modeling of a typical four (G+3)  building frame resting on pile foundation and embedded in cohesive soil mass using the finite element based software Etabs .  Two groups of piles comprising two and three piles, with series and parallel arrangement thereof, are considered The slab of the frame is idealized as three dimensional four-noded shell elements. Beams and columns of the superstructure frame are idealized as three dimensional two-noded beam elements. Pile of the sub-structure is idealized as three dimensional six-noded beam elements.A parametric study is carried out to investigate the effect of various parameters of the pile foundation, such as spacing in a group and number of piles in a group, on the response of superstructure. The response considered includes the displacement at the top of the frame and bending moment in columns. The effect of the soil- structure interaction is observed to be significant for the type of foundation and soil considered in this study. 


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ANALYSIS OF A BUILDING FRAME CONSIDERING SOIL- STRUCTURE INTERACTION.

April 6, 2016