A Study On Response Of Rcc Space-Framedstructure Under Coupled Effects Of Soft Soils

Abstract

Designing of RCC frames should be considered for not only gravitational and lateral effects but also for coupled effects of soil on foundation which is referred as Soil-Structure Interaction. Deformation caused by internal strcture resisit the various stress is considered while designing the structure. Mode shapes conider as the performance of structure. This if interaction effects were considered in determining the mode shapes, the final total deformation can be used to determine efficient total deformation. In this research, mode shapes and response spectrum were studied for RCC frame with isolated footings considering interaction between footing and soil and neglecting the effects of soil interaction.