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The Finite Element Analysis of G+6 Steel Frame with and without Bracing Elements Performed using Staad

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The Finite Element Analysis of G+6 Steel Frame with and without Bracing Elements Performed using Staad


Bharath V B | Kuldeep Singh Solanki | Musaddik Yakubu Adam



Bharath V B | Kuldeep Singh Solanki | Musaddik Yakubu Adam "The Finite Element Analysis of G+6 Steel Frame with and without Bracing Elements Performed using Staad" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-4 | Issue-5, August 2020, pp.14-16, URL: https://www.ijtsrd.com/papers/ijtsrd31264.pdf

Nowadays the objectives of civil engineering is to design a building’s lateral resistance to wind and earthquake forces are to provide a system of shear walls, diaphragms, and interconnections to transfer lateral loads and overturning forces to the foundation, to prevent building collapse in extreme wind and seismic events and to provide adequate stiffness to the structure for service loads experienced in moderate wind and seismic events. In modern life styles people requirements also modern and different to fulfill and also scarcity of land to construct preferring high raised building with proper facilities. The high raised multi-storey buildings having height is more than 30 meters. These using for different purposes like residential, educational institutes, commercial, healthcare and storage power generation etc. from the past few years the many structures are damaged and collapsed by earthquake, it shows that need of seismic adequacy for the existing building structures. The behavior of high rise structural systems is dominated by lateral forces induced due to wind and earthquake actions. Hence the structural system consists of elements introduced mainly to resist lateral forces. In such cases stiffness rather than strength dominates the design of tall buildings. The steel braced frame is one of the structural systems used to resist lateral loads in $multi-storied buildings. Bracings ar usually provided to increases stability and stiffness of the structure under lateral loading. This also reduces lateral displacement significantly.

structure, load, stiffness, Force, steel frame, braced element, foundation and building


IJTSRD31264
Volume-4 | Issue-5, August 2020
14-16
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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