UGC Approved Journal no 63975(19)
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ISSN: 2349-5162 | ESTD Year : 2014
Volume 12 | Issue 10 | October 2025

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Published in:

Volume 9 Issue 6
June-2022
eISSN: 2349-5162

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

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Published Paper ID:
JETIR2206032


Registration ID:
403644

Page Number

a301-a310

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Title

G+12 MULTISTORY BUILDING INTRODUCING WITH BELT TRUSS AND OUTRIGGER SYSTEM USING STAAD-PRO SOFTWARE

Abstract

During the last few decades several buildings have been built utilizing belt truss and outrigger systems for the lateral load transfer (throughout the world). This system is very effective when used in conjunction with the composite structure, especially in tall buildings. The design of high-rise buildings is more often dictated by their serviceability rather than strength. Structural Engineers are always striving to overcome challenges of controlling lateral deflection and storey drifts as well as self-weight of structure imposed on the foundation. One of the most effective techniques is the use of an outrigger and belt truss system in Composite structures that can astutely solve the above issues in High-rise constructions. Multistorey structures are one of the most widely used to control the impact of overflow, efficiency, and durability when under horizontal forces acting on a structure similar to an outrigger system. During an earthquake or wind load, damage to non-structural forms can be trivialized. This paper examines a three-dimensional model of the G + 12-floor structure that should be available for analysis and design using Staad Pro software. This model analysis uses the linear static method and dynamic linear method. Features of efficiency and durability calculate integrated shifts, base shear, story drift, story strength, and critical real-time time of model of different types with outrigger system and of. The outrigger and belt truss system is commonly used as one of the structural systems to effectively control the excessive drift due to lateral load. During small or medium lateral load due to either wind or earthquake load, the risk of deflection can be minimized.

Key Words

Storey Displacement, Base Shear, Base Moment, Axial Force, Bending Moment.

Cite This Article

"G+12 MULTISTORY BUILDING INTRODUCING WITH BELT TRUSS AND OUTRIGGER SYSTEM USING STAAD-PRO SOFTWARE ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.9, Issue 6, page no.a301-a310, June-2022, Available :http://www.jetir.org/papers/JETIR2206032.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

"G+12 MULTISTORY BUILDING INTRODUCING WITH BELT TRUSS AND OUTRIGGER SYSTEM USING STAAD-PRO SOFTWARE ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.9, Issue 6, page no. ppa301-a310, June-2022, Available at : http://www.jetir.org/papers/JETIR2206032.pdf

Publication Details

Published Paper ID: JETIR2206032
Registration ID: 403644
Published In: Volume 9 | Issue 6 | Year June-2022
DOI (Digital Object Identifier):
Page No: a301-a310
Country: Nagpur, Maharashtra, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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