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Seismic Analysis of A Multistoried RCC Frame With And Without Shear Wall


Abhijeet A. Bhoyar , Civil Engineering Department, BDCE Sevagram, Maharashtra, India; Dr. P. P. Saklecha , Professor and H.O.D, Civil Engineering Department, BDCE Sevagram, Maharashtra, India; Prof. M. R. Nikhar, Asstt. Professor, Civil Engineering Department, BDCE Sevagram, Maharashtra, India


Building Without Shear Wall, Multistoried RCC Frame


Shear wall technique is used to resist lateral-load in multistoried buildings. Shear walls are very high in plane stiffness and strength, which can be used in structures to resist the effects of gravity loads and story shears due to earthquake forces. There are lots of literatures available analyze the shear wall. About seismic analysis not much discuss in any public literature review. In this present study, the main focus is to discuss has been studied with the help of two different models (G+11). Model one is RCC frame structural system without shear wall and model two is RCC frame structural system with shear wall. An earthquake load is calculated and applied to a building of multi-stories. Here work on displacements of models and finding out their displacements and storey drift results. Here main work is to find the displacement of two models by using software. Find the location of failure in model 1 after that providing shear wall. First analyze the model 1 displacement of storey and second is analyze the model 2 displacement with help of STADD PRO V8i. Also analyze the storey drift ratio of two models and draw with help of graph. Find the maximum and minimum displacement of models. An analysis was performed using STAAD PRO V8i software packages.

Other Details

Paper ID: IJSRDV5I51319
Published in: Volume : 5, Issue : 5
Publication Date: 01/08/2017
Page(s): 1877-1879

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