UGC Approved Journal no 63975(19)

ISSN: 2349-5162 | ESTD Year : 2014
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Published in:

Volume 10 Issue 7
July-2023
eISSN: 2349-5162

UGC and ISSN approved 7.95 impact factor UGC Approved Journal no 63975

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Published Paper ID:
JETIR2307279


Registration ID:
521181

Page Number

c731-c750

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Title

FAILURE CONTROL OF A SKYSCRAPER USING VARIOUS METHODS OF RETROFITTING METHODS USING ETABS AS A TOOL

Abstract

A skyscraper is a multi-story tall building with more than 50 metres in height is referred to be a skyscraper. The amount of mass which a tower bears is mostly caused by the weight of the construction component itself. In most development designs, the covering's weight is normally far more apparent than the weight of the material it can support in excess of its appropriate proportion. In specialised words, the dead load, also known as the design load, is significantly greater than the live load. On the other hand, the effect of lateral stresses on a design is actually not predictable and grows quickly as a building's height rises. These lateral stresses will result in significant component shift and transfer. It is possible to try not to retrofit the design for these kinds of flaws. Retrofitting is the process of integrating new functions or technologies into existing systems in order to increase the stability of the building. Modifying existing buildings to increase their resistance to seismic activity, ground motion, or collapse of soil as a result of earthquakes is known as seismic retrofitting. The G+20 tower will be the centre of the current inquiry. A variety of retrofitting techniques, including shear walls, steel bracing, and friction dampers, will be tried. In Zone V, the pushover analysis and structural response analysis will both be carried out. With the use of the ETABS tool and seismic analysis performed in accordance with IS: 1893-2016, the reaction of the models may be evaluated in terms of lateral displacement, drift, story shear, and performance.

Key Words

Structural Analysis, Pushover Analysis, Skyscraper, ETABS, retrofitting methods, maximum story displacement, Story drift, Story shear, Stability.

Cite This Article

"FAILURE CONTROL OF A SKYSCRAPER USING VARIOUS METHODS OF RETROFITTING METHODS USING ETABS AS A TOOL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 7, page no.c731-c750, July-2023, Available :http://www.jetir.org/papers/JETIR2307279.pdf

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2349-5162 | Impact Factor 7.95 Calculate by Google Scholar

An International Scholarly Open Access Journal, Peer-Reviewed, Refereed Journal Impact Factor 7.95 Calculate by Google Scholar and Semantic Scholar | AI-Powered Research Tool, Multidisciplinary, Monthly, Multilanguage Journal Indexing in All Major Database & Metadata, Citation Generator

Cite This Article

"FAILURE CONTROL OF A SKYSCRAPER USING VARIOUS METHODS OF RETROFITTING METHODS USING ETABS AS A TOOL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 7, page no. ppc731-c750, July-2023, Available at : http://www.jetir.org/papers/JETIR2307279.pdf

Publication Details

Published Paper ID: JETIR2307279
Registration ID: 521181
Published In: Volume 10 | Issue 7 | Year July-2023
DOI (Digital Object Identifier):
Page No: c731-c750
Country: ANANTHAPUR, ANDRA PRADESH, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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