A Review on Behavior of Medium-High Rise Building constructed on Soft Soil emphasis on Piled Raft Foundation
Shubhangi Rajendra Sapkale, Prashant Modani
RC frame, Soil Structure Interaction, Pile Foundation, Raft Foundation, ESM RSM, Soil Properties.
Present study focus on the behavior of reinforced concrete frames considering Pile Raft Soil Structure interaction by performing linear static and dynamic analysis. A reinforced concrete frame having G+10 storey is considered for different foundation. The investigation on the behavior of Reinforced Concrete (RC) frame is carried out by using equivalent static method (ESM) and Response Spectrum method (RSM). The modeling of RC frame is carried out using finite element-based computer program i.e., STAAD.Pro. The investigation will be carryout by considering variation in structural models such as Model with Pile Foundation supported on soft, Model with Raft Foundation supported on soft and Model with Pile Raft foundation supported on soft. By considering all these parameter total 3 models each for Static and Dynamic Conditions were created, all models were analyzed for the Seismic zone V. The Response of each RC frame with respect to others will be checked for axial force, Shear Force, twisting moment, Bending Moment, Lateral displacement, Base Shear, Structural Frequency, Seismic Time Period and Mass Participation factors. The behaviour of each RC frame with respect to others is describes with the help of graphs.
Article Details
Unique Paper ID: 164287

Publication Volume & Issue: Volume 10, Issue 12

Page(s): 435 - 439
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