UGC Approved Journal no 63975(19)

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Published in:

Volume 9 Issue 10
October-2022
eISSN: 2349-5162

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

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Published Paper ID:
JETIR2210202


Registration ID:
503495

Page Number

c7-c18

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Title

Analytical Study On Seismic Performance Of Diagrid Structural System

Abstract

The Current Trends Of Construction Industry Demand Tall And Lighter Structures. These Tall Structures Are Very Sensitive To Lateral Loads Induced By Wind Or Earthquake Along With Gravitational Loading. With The Increase In Height Of The Building, The Lateral Load Resisting System Becomes More Vital Than The Structural System That Resists The Gravitational Loads. Diagrid System Is An Innovative Technology Which Promises Better Lateral Load Efficiency And Is Widely Used Now A Days In The Design Of Tall Buildings Because Of Its Inherent Structural Efficiency As Well As Aesthetic Potential Provided By The Unique Geometric Configuration Of The System. Diagrid Is An Exterior Structural System In Which All Perimeter Vertical Columns Are Eliminated And Consists Of Diagonal Grids In The Periphery At A Particular Angle And In Modules Across The Height Of The Building. Although Diagrid Systems Are Increasingly Used As An Efficient Lateral Load Resisting System For Tall Buildings In Modern Construction, Current Literature Lacks Detailed Information Regarding Their Structural Performance And Appropriate Seismic Design Parameters To Ensure Their Reliability Under Earthquake Events. To Bridge This Knowledge Gap, This Research Aimed To Assess The Seismic Performance Of Diagrid Structural Systems. In This Study, Analysis Of 16 Storied RCC Conventional Building And RCC Diagrid Building With Similar Geometric Parameters And Loading Specifications Is Presented Using Response Spectrum Method And The Results Are Compared. ETABS 2018 V18.1.0 Software Is Used For Modelling And Analysis Of Structures. Subsequently, Comprehensive Analysis Is Done On Various Factors Such As Time Period, Storey Displacement, Storey Shear, Storey Drifts In Order To Assess The Seismic Performance Of The Selected Structures.

Key Words

Diagrid Structures, G+15 Storey, High Rise Buildings, Response Spectrum Analysis, ETABS.

Cite This Article

"Analytical Study On Seismic Performance Of Diagrid Structural System", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 10, page no.c7-c18, October-2022, Available :http://www.jetir.org/papers/JETIR2210202.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

"Analytical Study On Seismic Performance Of Diagrid Structural System", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 10, page no. ppc7-c18, October-2022, Available at : http://www.jetir.org/papers/JETIR2210202.pdf

Publication Details

Published Paper ID: JETIR2210202
Registration ID: 503495
Published In: Volume 9 | Issue 10 | Year October-2022
DOI (Digital Object Identifier):
Page No: c7-c18
Country: NANDED WAGHALA, Maharashtra, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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