Modelling and Analysis of High Rise Structure Using Different Shapes of RC Shear Wall for High Seismic Zone Using Flat Slab

Nitesh Kushwaha; Prof. Afzal Khan; Aakanksha Vaman Chaudhari

Title:
Modelling and Analysis of High Rise Structure Using Different Shapes of RC Shear Wall for High Seismic Zone Using Flat Slab

Authors:
Aakanksha Vaman Chaudhari | Nitesh Kushwaha | Prof. Afzal Khan

Cite This Article :

Aakanksha Vaman Chaudhari | Nitesh Kushwaha | Prof. Afzal Khan "Modelling and Analysis of High Rise Structure Using Different Shapes of RC Shear Wall for High Seismic Zone Using Flat Slab" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-5 | Issue-3, April 2021, pp.1049-1051, URL: https://www.ijtsrd.com/papers/ijtsrd41121.pdf

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Abstract :
RCC walls including shear walls are the usual multi-Storied Buildings requirements. In past researches high rise structure without RC Shear Wall is not safe for earthquake force. No comparative analysis of structures on seismic behavior of high rise structure by using of RC Shear wall with flat slab. Present work is comparative study of the behaviour of high rise 16 Storey buildings with and without RC Shear wall using flat slab. Modelling and Analysis of high rise structure using STAAD PRO V8i Software. STAAD PRO software which is based on the application of Finite Element Method. This software is a widely used in the field of structural design and analysis. Now a day this software is very much friendly for the analysis of different type of structures and to calculate the result at every node & element wise. Here three cases are consider for study 16 Storey buildings and analysis displacement, shear force & bending moments generated in structure with and without RC Shear wall using flat slab.

Keywords :
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Publication Details:

Unique Identification Number : IJTSRD41121

Published In : Volume-5 | Issue-3, April 2021

Page Number(s) : 1049-1051

Publisher Name : IJTSRD | www.ijtsrd.com | E-ISSN 2456-6470

Copyright © 2019 by author(s) and International Journal of Trend in Scientific Research and Development Journal. This is an Open Access article distributed under the terms of the Creative Commons Attribution License (CC BY 4.0) (http://creativecommons.org/licenses/by/4.0)

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