STUDY OF SUITABLE FOUNDATION IN SEISMIC ZONE III CONSIDERING SSI
Journal: International Journal of Civil Engineering and Technology (IJCIET) (Vol.8, No. 1)Publication Date: 2017-01-01
Authors : M. MANJARI; CH. HANUMANTHA RAO;
Page : 756-763
Keywords : Seismic Analysis; Soil Structure Interaction; foundations; STAAD pro; ANSYS 12.0;
Abstract
The objective of the paper is the study of maximum shear forces and bending moments of soil interaction of different types of foundations. Foundation is a part of structure in which transfer the loads of building of the soil.It is found that by considering the soil structure interaction the shear force and bending moments of strip foundation are very less than isolated foundation.
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Last modified: 2017-02-21 14:24:29