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Dynamic Response of Reinforced Concrete Frame Considering Soil Structure Interaction

Rizwan Quadri, Lakshman G Kalurkar

Abstract


Present study focus on the dynamic behavior of reinforced concrete frames considering soil structure interaction by performing linear static and dynamic analysis. A reinforced concrete frame having G+10 storey was considered. The investigation on the behavior of RC frame is carried out by using dynamic analysis i.e., Response Spectrum method. The modeling of RC frame is carried out by using finite element-based computer program i.e., STAAD.Pro. The investigation is carryout by considering different soil profile beneath the structure such as Clay, Silt, Sand, Basalt Rock, Mudstone and Gneiss rock. Further investigation is carried out by considering above soil profile in loose and dense state. By considering all these parameter total 30 models for Static and Dynamic Conditions were created, all models were analyzed for the Seismic zone II. The Response of each RC frame with respect to others will be checked for Frequencies, Time period and Mass Participation Factor. The behaviour of each RC frame with respect to others is describes with the help of graphs.

 

Keywords: RC frame, soil structure interaction, response spectrum method, soil profiles, density, modulus of elasticity, modulus of rigidity, poisson’s ratio


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References


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