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Seismic Analysis of a Tall Structure Considering Diagrid & Tuned Dampers using ETABs

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Seismic Analysis of a Tall Structure Considering Diagrid & Tuned Dampers using ETABs


Upendra Choudhary | A. K. Jha | R. S. Parihar



Upendra Choudhary | A. K. Jha | R. S. Parihar "Seismic Analysis of a Tall Structure Considering Diagrid & Tuned Dampers using ETABs" Published in International Journal of Trend in Scientific Research and Development (ijtsrd), ISSN: 2456-6470, Volume-6 | Issue-5, August 2022, pp.1487-1491, URL: https://www.ijtsrd.com/papers/ijtsrd50692.pdf

Construction of multi-storey buildings is increasing nowadays throughout the world. This is because of advances in construction methodology, materials, analysis and design software. “DIAGRID” Diagonalised Grid structure has arisen as quite possibly the most imaginative and versatile way to deal with primary structure in a thousand years. Diagrid comprises a border framework consisting of a progression of located support frameworks. Diagrid is framed by crossing the corner to corner and level parts. The corner-to-corner individuals from diagrid can convey both gravity load just as sidelong burden by pivotal activity as in support. Modellers consistently pursue new complex constructions. Diagrid framework gives a wide scope of primary productivity and has tasteful potential. The located module can likewise be ornament diamond formed. Advances in development innovation, materials, primary frameworks and logical strategies for investigation and configuration worked with the development of elevated structures.The underlying model of tall structures is represented by horizontal loads because of wind or quake. Parallel burden opposition of the construction is given by the inside primary framework or outside underlying framework. Generally, the centre, supported casing and their blend with outlines are inside frameworks, where the parallel burden is opposed by midway found components. While outlined cylinder, supported cylinder underlying frameworks oppose horizontal burdens by components gave on the outskirts of the construction. The chose underlying framework should be with the end goal that the primary components are used successfully while fulfilling plan prerequisites. As of late, the diagrid primary framework has been received in tall structures because of its underlying proficiency and adaptability in design arranging.

Diagrid, Structural System, High rise buildings, Structural design, Structural Analysis, Tuned Dampers, displacement


IJTSRD50692
Volume-6 | Issue-5, August 2022
1487-1491
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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