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ArticlePeer ReviewedOpen AccessPlagiarism Passed
Paper ID:10.55041/IJSREM38326

Analysis of Soil-Structure Interaction of Framed Structure

Stream/Area:

-

Subject:

-

Paper ID:

10.55041/IJSREM38326

Volume:

8 |

10 |

Oct 2024

Pages:

Publication Frequency:

Monthly (12 issues per year)

DOI
Digital Object Identifier
10.55041/IJSREM38326

License:International Journal of Scientific Research in Engineering and Management follows the Creative Commons Attribution 4.0 (CC BY 4.0) License, allowing free use and distribution with proper attribution.

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Authors

SBP

Shashi Bhushan Pal

AR

Anjali Rai

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Abstract

This study examines the soil-structure interaction (SSI) effects on the seismic behavior of G+7 and G+12 reinforced concrete buildings. Using finite element modelling in SAP2000, we assess key seismic parameters, including base shear, time period, lateral displacement, and footing settlement, across three soil types: soft, medium, and hard. This comparative analysis provides insights into how building height and soil flexibility influence structural stability, suggesting optimal design considerations for enhancing earthquake resilience.

KEYWORDS

Soil-Structure Interaction (SSI) Base Shear Lateral Displacement Seismic Analysis G+7 G+12 SAP2000 Soft Soil Medium Soil Hard Soil.

Cite This Article

Shashi Bhushan Pal, Anjali Rai, "Analysis of Soil-Structure Interaction of Framed Structure," International Journal of Scientific Research in Engineering and Management, vol. 8, no. 10, Oct 2024. https://doi.org/10.55041/IJSREM38326

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Publication Date

10/30/2024

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The authors declare no conflict of interest related to this research work.

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