RESPONSE OF C.S.B WITH ISOLATED FOOTING CONSIDERING SSI

In this study behavior of conventional truss structure is included. To study structural nature of any structure, the effects of soil structure interaction (SSI) should be considered preferably. The present theories and practices are referred by some of the resources like IEEE explorer, fundamental technical papers from journals and conferences, latest technical papers, patent information, research thesis, international and national workshop proceedings, research institute publications, authorized websites and reference books etc. In following case, attempt have been made to study the influence of soil structure interaction on Conventional truss Building (C.S.B). By considering the fixed support conditions at the base of structure the structural behaviour is analyzed. The structural response of building is seems to be affected because In conventional method the foundation flexibility of soil mass has been ignored. Winkler’s spring model approach is used for the analysis of soil flexibility by integrating. The effect of SSI on various parameters like base shear, lateral displacement, etc are studied and discussed. The subgrade must be modeled adequately well To get real behavior of superstructure. The analysis is administered in STAAD Pro.V8i software using response spectra of IS 1893-2002.