Analyses & Design of a Tall Building for Hilly Area Zone V Using STAAD-Pro

Prof. Afzal Khan; Nilesh Ghidode

Title:
Analyses & Design of a Tall Building for Hilly Area Zone V Using STAAD-Pro

Authors:
Nilesh Ghidode | Prof. Afzal Khan

Cite This Article :

Nilesh Ghidode | Prof. Afzal Khan "Analyses & Design of a Tall Building for Hilly Area Zone V Using STAAD-Pro" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-3, April 2022, pp.2189-2197, URL: https://www.ijtsrd.com/papers/ijtsrd49946.pdf

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Abstract :
There are various previous studies done for proper planning and good construction practices of multistoried buildings on hilly area. Analysis and design of space building frame for seismic loading and wind pressure is very essential these days because of the construction of high rise buildings. It is also necessary to construct an economical and more durable structure. current work examines the structural behavior of reinforced concrete columns, beam, and footing in sloping geometry. In this study a 16 storey RCC building is analyzed on Hilly Surface. In this study the attempt is made to analyze the multi-storey buildings on sloping ground with and without shear walls. The performance of the building with configurations of shear walls is studied. RCC building models having 16 storeys with straight shear walls and without straight shear walls resting on sloping ground (slope 1V:2.33H) are considered for the study. response spectrum analysis of building is carried out using structural engineering software Staad Pro and the seismic performance of building with shear wall configurations is compared with respect to parameters like base shear, lateral displacement, time period and member forces.

Keywords :
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Publication Details:

Unique Identification Number : IJTSRD49946

Published In : Volume-6 | Issue-3, April 2022

Page Number(s) : 2189-2197

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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