Building with Underground Storey with Variations in Soil Subgrade Modulus

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Paper Details

Paper Title

Building with Underground Storey with Variations in Soil Subgrade Modulus

Authors

Chaitanya Patel , Noopur Shah

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Abstract

This paper studies the seismic behavior of reinforced concrete buildings with multiple underground stories. While current researches mainly aims at understanding the effects of variation in soil subgrade modulus, this study has the ultimate goal of finding appropriate recommendations concerning the inclusion of underground stories in the model for seismic analysis. To achieve this objective, the methodology involves the computer modelling by two alternate approaches, namely, building frame with fixed supports, building frame with supports accounting for soil-flexibility using STAAD.Pro. A comparison of the displacements of the frame and time period of the whole structure is done.

Keywords- Soil subgrade modulus, Winkler Hypothesis, STAAD.Pro, Frame structure with basement floor.

Publication Details

Unique Identification Number - IJEDR1602136
Page Number(s) - 767-769
Pubished in - Volume 4 | Issue 2 | May 2016
DOI (Digital Object Identifier) -
Publisher - IJEDR (ISSN - 2321-9939)

Cite this Article

Chaitanya Patel , Noopur Shah, "Building with Underground Storey with Variations in Soil Subgrade Modulus", International Journal of Engineering Development and Research (IJEDR), ISSN:2321-9939, Volume.4, Issue 2, pp.767-769, May 2016, Available at :http://www.ijedr.org/papers/IJEDR1602136.pdf

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