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Evaluate the Lateral Displacement that Occurs in Each Storey of High Rise Buildings by using Staad-Pro Software

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Evaluate the Lateral Displacement that Occurs in Each Storey of High Rise Buildings by using Staad-Pro Software


Anamika Singh | Rajeev Singh Parihar | Abhay Kumar Jha



Anamika Singh | Rajeev Singh Parihar | Abhay Kumar Jha "Evaluate the Lateral Displacement that Occurs in Each Storey of High Rise Buildings by using Staad-Pro Software" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-7, December 2022, pp.1252-1256, URL: https://www.ijtsrd.com/papers/ijtsrd52587.pdf

For braces angle section ISA 600mm X 400mm X 60mm is used. There are four trial locations in the building where braces are placed and analyzed for their effect on lateral stiffness. Braces are modeled as axial force members having pinned end connections. Bracings are of X-type modeled throughout the height of the building. Based on results obtained by Staad Pro. Software the following conclusions are drawn: Base shear is same for zone III, zone IV, and zone V. Lateral displacement is minimum for BEC4 for zone III, IV and V. This type of bracing BXY3 is suitable for zone III, IV and V. The minimum axial force found in BX1, BXY3 and BEC4 in zone III, for zone iv BX1, BXY3 and zone VBX1 is economical. The minimum bending moment occurs in zone III, IV and Zone V for BXY3 system. Torsion Increases owing to bracing. The shear force is found out by zone III, IV and Zone V increasing. The maximum bending moment reduces to BX1 frame in zone III, IV in ZONE V it reduces.BX1 Frame is more effective in resisting maximum bending moment and is more economical. However no particular bracing is suitable for zone III, IV, V individual bracing has to be designed for Seismic zone. Also economy in bracing can be found by suitable design. Steel bracings can be utilized as an option in contrast to the next reinforcing or retrofitting methods accessible as the all-out weight on the current structure won't change essentially.

shear force, Multi storey Building (G+14), STAAD PRO, I.S CODES (1893:2016), Response Spectrum Method, Base shear


IJTSRD52587
Volume-6 | Issue-7, December 2022
1252-1256
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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