Study of Retrofitting Technique with reference to Soil Structure Interaction: A Review

International Journal of Civil Engineering

© 2019 by SSRG - IJCE Journal

Volume 6 Issue 6

Year of Publication : 2019

Authors : Dr. M. V. Mohod

10.14445/23488352/IJCE-V6I6P103

How to Cite?

Dr. M. V. Mohod, "Study of Retrofitting Technique with reference to Soil Structure Interaction: A Review," SSRG International Journal of Civil Engineering, vol. 6,  no. 6, pp. 15-17, 2019. Crossref, https://doi.org/10.14445/23488352/IJCE-V6I6P103

Abstract:

Most of the world earthquake shows that there is a need to study basic conditions of earthquake vibration. During an earthquake, the behavior of any structure is influenced not only by the response of the superstructure but also by the response of the soil underneath. Soil structure interaction is in the disciplinary field, which involves structural and geotechnical engineering. The conventional method of building frame analysis assumes that columns are resting on unyielding supports. In certainty, the supporting soil strata deform unevenly under the action of loads, which causes a redistribution of forces in the frame members and stresses in the supporting soil media. Past earthquake shows that most of the structural designer does not consider the soil-structure interaction effect on the structure during an earthquake and because of that, we will not find out exact behavior of earthquake in buildings. The present work is focused on soil-structure interaction and the study of different retrofitting techniques for finding out the optimized solution for any structure which requires retrofitting.

Keywords:

Soil structure interaction, retrofitting techniques.

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