PARAMETRIC STUDY OF SOIL-STRUCTURE INTERACTION ON G+6 STOREY BUILDING FOR DIFFERENT SOIL CONDITION
| Author(s) | : | Nirav K Parmar, Prof. Pareshkumar G Pate |
| Institution | : | P G Student,Applied mechanics Department, L. D. College Engineering, Ahmedabad-.380015, India. |
| Published In | : | Vol. 5, Issue 5 — May 2018 |
| Page No. | : | 26-33 |
| 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 storey building loaded as per IS 1893 andIS 456. Here the comparison of various forces, Storey Drift, Storey Displacement, Change in steel are compared for sixstorey building subjected to seismic force and supported on different types of soil condition. E.g. Fixed,Soft, Medium, andHard. Soil modeling is done by using stiffness of soil in 6 direction spring given by gazetas.(FEMA 356). The analysis ofbuilding is done using the analysis software STAAD Pro..
Nirav K Parmar, Prof. Pareshkumar G Pate, “PARAMETRIC STUDY OF SOIL-STRUCTURE INTERACTION ON G+6 STOREY BUILDING FOR DIFFERENT SOIL CONDITION”, International Journal of Advance Engineering and Research Development (IJAERD), Vol. 5, Issue 5, pp. 26-33, May 2018.
