PARAMETRIC STUDY OF SOIL-STRUCTURE INTERACTION ON G+6 AND G+16 STOREY BUILDING FOR DIFFERENT SOIL CONDITION
| Author(s) | : | Nirav K Parmar, Prof. Pareshkumar G Patel |
| Institution | : | P G Student,Applied mechanics Department, L. D. College Engineering, Ahmedabad-.380015, India. |
| Published In | : | Vol. 5, Issue 5 — May 2018 |
| Page No. | : | 429-444 |
| Domain | : | Engineering |
| Type | : | Research Paper |
| ISSN (Online) | : | 2348-4470 |
| ISSN (Print) | : | 2348-6406 |
The paper presents the effect of Soil-Structure Interaction on a six and a sixteen storey building loaded asper IS 1893 and IS 456. Here the comparison of various forces, Storey Drift, Storey Displacement, Change in steel arecompared for six storey building subjected to seismic force and supported on different types of soil condition. E.g. Fixed,Soft, Medium and Hard. Soil modeling is done by using stiffness of soil in 6 direction spring given by gazetas. (FEMA356 The analysis of building is done using the analysis software STAAD Pro.
Nirav K Parmar, Prof. Pareshkumar G Patel, “PARAMETRIC STUDY OF SOIL-STRUCTURE INTERACTION ON G+6 AND G+16 STOREY BUILDING FOR DIFFERENT SOIL CONDITION”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 5, Issue 5, pp. 429-444, May 2018.
