A Review Paper on Sloping Ground Building Structures under Seismic & Wind Load Conditions

Pratiksha Malviya; Abhishek Kumar

Title:
A Review Paper on Sloping Ground Building Structures under Seismic & Wind Load Conditions

Authors:
Abhishek Kumar | Pratiksha Malviya
DOI:
https://doi.org/10.31142/ijtsrd18753

Cite This Article :

Abhishek Kumar | Pratiksha Malviya "A Review Paper on Sloping Ground Building Structures under Seismic & Wind Load Conditions" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-2 | Issue-6, October 2018, pp.783-787, URL: https://www.ijtsrd.com/papers/ijtsrd18753.pdf

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Abstract :
Analysis and design of space building frame for seismic loading and wind pressure is very essential these days because construction of high rise buildings. It is also necessary to construct an economic and more durable structure. It is possible by availability of various software and specialized programs. By using these software we can design a low weight reinforce structure which life is very good. These structures are more economical and safe by different forces acting on the building structure such as seismic load, snow load and wind pressure etc. The current work examines the structural behavior of reinforced concrete columns, beam, and footing in sloping geometry. In this study a G+8 storey RCC building is analysed on varying sloping angles i.e., 0o or plane surface, 10o and 15o.

Keywords :
sloping ground, STAAD Pro v8i, shear force, bending moment, axial force, shear force, seismic zone

Publication Details:

Unique Identification Number : IJTSRD18753

Published In : Volume-2 | Issue-6, October 2018

Page Number(s) : 783-787

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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