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Study on Tall Structure for Hilly and Plane Surface under Seismic & Wind Load Conditions using STAAD ProV8i Software

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Study on Tall Structure for Hilly and Plane Surface under Seismic & Wind Load Conditions using STAAD ProV8i Software


Akanksha Deshmukh | Pratiksha Malviya



Akanksha Deshmukh | Pratiksha Malviya "Study on Tall Structure for Hilly and Plane Surface under Seismic & Wind Load Conditions using STAAD ProV8i Software" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-3 | Issue-5, August 2019, pp.229-232, URL: https://www.ijtsrd.com/papers/ijtsrd25288.pdf

? There are various previous studies done for proper planning and good construction practices of multistoried buildings on sloping ground in particular, which lead to irregularities in plan and elevation of the buildings. ? 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. ? 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 analyzed on varying sloping angles i.e., 0o or plane surface and Hilly Surface 15o . ? The seismic forces and wind pressure are considered simultaneously as per IS: 1893-2002 and IS: 875 PART 3 respectively. The whole structure is analysis on software STAAD Pro v8i.? The effect of Hilly ground on building performance during earthquake and wind pressure is observed. Seismic analysis has been done using Linear Static method.? Analysis is done to evaluate the effect of sloping grounds on structural forces and displacement. In horizontal and vertical reaction, beam, shear force, and bending in lateral displacement in the column, axial force and columns, the moment of bending is critically analyzed to measure the effects of plane and hilly ground. ? It has been observed that the small height paving columns attract more forces, because their stiffness has increased significantly, which, in turn increases the bending moment and shear force. Thus, the section of these columns should be designed for modified forces due to the effect of hilly ground.

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IJTSRD25288
Volume-3 | Issue-5, August 2019
229-232
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)

International Journal of Trend in Scientific Research and Development - IJTSRD having online ISSN 2456-6470. IJTSRD is a leading Open Access, Peer-Reviewed International Journal which provides rapid publication of your research articles and aims to promote the theory and practice along with knowledge sharing between researchers, developers, engineers, students, and practitioners working in and around the world in many areas like Sciences, Technology, Innovation, Engineering, Agriculture, Management and many more and it is recommended by all Universities, review articles and short communications in all subjects. IJTSRD running an International Journal who are proving quality publication of peer reviewed and refereed international journals from diverse fields that emphasizes new research, development and their applications. IJTSRD provides an online access to exchange your research work, technical notes & surveying results among professionals throughout the world in e-journals. IJTSRD is a fastest growing and dynamic professional organization. The aim of this organization is to provide access not only to world class research resources, but through its professionals aim to bring in a significant transformation in the real of open access journals and online publishing.

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