UGC Approved Journal no 63975(19)

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

Volume 8 Issue 5
May-2021
eISSN: 2349-5162

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

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Published Paper ID:
JETIR2105619


Registration ID:
309683

Page Number

e600-e607

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Title

THE EFFECT OF LATERAL CONNECTION IN MOMENT CARRYING CAPACITY OF FRAME IN LOW-RISE, MID-RISE AND HIGH-RISE RC STRUCTURE BY USING PUSHOVER ANALYSIS

Abstract

Now a day’s Special Moment Resisting Frames (SMRF) were used as an earthquake resisting structure in Reinforced Concrete structure which are made to stand without any fail or to resist the earthquakes. The Beam-Column Joints, Columns, and Beams in the moment frames are proportioned and detailed as well to resist the shearing, an axial, and flexure which became in result as a construction sways via many ground shaking intense earthquake. The proper proportioning & detailed needs will make a frame capable of resisting strong earthquake without any major loss of strength or stiffness. These Frames which are Resisting the Moment develop due to seismic force are known as "Special Moment Resisting Frame." (SMRF) because of this kind of an extra need, this help to resist seismic force in comparison with much less ductile detailed “Ordinary Moment Resisting frame.” (OMRF). The “SMRF” building designing criteria is provided in IS (13920-2002). In this thesis, the buildings are made as “OMRF” and “SMRF” also, and the functionality of these buildings are differentiated. For this purpose, the nonlinear static also known as pushover analysis is carried out by ETABS software on the buildings that modelled. The pushover curve are made from the outcomes of the analysis and also the behavior of designed structures that are inspected for different end conditions and also for different Infill conditions.

Key Words

Nonlinear Static analysis, SMRF, OMRF, Pushover Analysis, ETABS, Plastic Hinges, Response Reduction Factor.

Cite This Article

"THE EFFECT OF LATERAL CONNECTION IN MOMENT CARRYING CAPACITY OF FRAME IN LOW-RISE, MID-RISE AND HIGH-RISE RC STRUCTURE BY USING PUSHOVER ANALYSIS ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.8, Issue 5, page no.e600-e607, May-2021, Available :http://www.jetir.org/papers/JETIR2105619.pdf

ISSN


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

"THE EFFECT OF LATERAL CONNECTION IN MOMENT CARRYING CAPACITY OF FRAME IN LOW-RISE, MID-RISE AND HIGH-RISE RC STRUCTURE BY USING PUSHOVER ANALYSIS ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.8, Issue 5, page no. ppe600-e607, May-2021, Available at : http://www.jetir.org/papers/JETIR2105619.pdf

Publication Details

Published Paper ID: JETIR2105619
Registration ID: 309683
Published In: Volume 8 | Issue 5 | Year May-2021
DOI (Digital Object Identifier):
Page No: e600-e607
Country: Aurangabad, Maharashtra, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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