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Analysis of Soil Structure Interaction in Framed Structure

Published on October 2015 by Janardhan Shanmugam, P. A. Dode, and H. S. Chore
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International Conference on Advancements in Engineering and Technology (ICAET 2015)
Foundation of Computer Science USA
ICQUEST2015 - Number 6
October 2015
Authors: Janardhan Shanmugam, P. A. Dode, and H. S. Chore
df55b70a-8de6-4872-b39f-cbdacd485502

Janardhan Shanmugam, P. A. Dode, and H. S. Chore . Analysis of Soil Structure Interaction in Framed Structure. International Conference on Advancements in Engineering and Technology (ICAET 2015). ICQUEST2015, 6 (October 2015), 11-14.

@article{
author = { Janardhan Shanmugam, P. A. Dode, and H. S. Chore },
title = { Analysis of Soil Structure Interaction in Framed Structure },
journal = { International Conference on Advancements in Engineering and Technology (ICAET 2015) },
issue_date = { October 2015 },
volume = { ICQUEST2015 },
number = { 6 },
month = { October },
year = { 2015 },
issn = 0975-8887,
pages = { 11-14 },
numpages = 4,
url = { /proceedings/icquest2015/number6/23015-2853/ },
publisher = {Foundation of Computer Science (FCS), NY, USA},
address = {New York, USA}
}
%0 Proceeding Article
%1 International Conference on Advancements in Engineering and Technology (ICAET 2015)
%A Janardhan Shanmugam
%A P. A. Dode
%A and H. S. Chore
%T Analysis of Soil Structure Interaction in Framed Structure
%J International Conference on Advancements in Engineering and Technology (ICAET 2015)
%@ 0975-8887
%V ICQUEST2015
%N 6
%P 11-14
%D 2015
%I International Journal of Computer Applications
Abstract

The effect of soil-structure interaction on a four storeyed, two bay frame resting on pile and embedded in the cohesive soil is examined in this paper. For the purpose of the analysis, simplified idealizations made in the theory of finite elements are used. The slab provided for all storeys are idealized as three dimensional four nodded shell elements. Beams and columns of the superstructure frame are idealized as three dimensional two nodded beam elements. Pile of the sub-structure is idealized as three dimensional two nodded beam elements. The finite element based software program ANSYS is used for the purpose of analysis. The effect of different pile diameters on the response of superstructure is evaluated. The responses of the superstructure considered include storey displacements at respective storeys.

References
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Index Terms

Computer Science
Information Sciences

Keywords

Foundation - Frame Piles Soil-structure Interaction Superstructure