UGC Approved Journal no 63975(19)
New UGC Peer-Reviewed Rules

ISSN: 2349-5162 | ESTD Year : 2014
Volume 13 | Issue 3 | March 2026

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Published in:

Volume 6 Issue 1
January-2019
eISSN: 2349-5162

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

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Published Paper ID:
JETIR1901096


Registration ID:
194788

Page Number

810-815

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Title

Investigation of Steel Building for Analysis of Seismic Performance

Abstract

Seismic analysis is a non-linear static procedure that uses a simplified non-linear technique to estimate seismic structural deformations. It is an incremental static analysis that is used to determine the force-displacement relation or the capacity curve for a structure or a structural element. The analysis involves applying horizontal loads, in a prescribed model, to the structure incrementally, that is, pushing the structure and tracing the total applied cutting force and the associated lateral displacement in each increment, up to the condition of structure or collapse. In art, a computer model of the building is subject to a lateral load of some form (ie inverted or uniform triangular). The intensity of the lateral load increases slowly and the sequence of cracks, the performances, the formation of the plastic hinge and the failure of various structural components are recorded. Seismic analysis can provide a meaningful understanding of weak links in the seismic performance of a structure. Performance criteria for seismic analysis are generally set as the desired state of the building, given the range of movement of the roof or spectrum. The seismic response of the RC building frame in terms of performance point and the effect of seismic forces on multi-storey construction structures with the help of seismic analysis is done in this document. In the present study, a frame of the building is designed according to the Indian standard, e.g. IS 456: 2000 and IS 1893: 2002. The main objective of this study is to verify the type of performance a building can give when designed according to Indian standards. Seismic analysis of the building frame is performed using structural analysis and SAP 2000 design software.

Key Words

Seismic Analysis, Nonlinear Static analysis, Performance point, Capacity curve.

Cite This Article

"Investigation of Steel Building for Analysis of Seismic Performance ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 1, page no.810-815, January-2019, Available :http://www.jetir.org/papers/JETIR1901096.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

"Investigation of Steel Building for Analysis of Seismic Performance ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 1, page no. pp810-815, January-2019, Available at : http://www.jetir.org/papers/JETIR1901096.pdf

Publication Details

Published Paper ID: JETIR1901096
Registration ID: 194788
Published In: Volume 6 | Issue 1 | Year January-2019
DOI (Digital Object Identifier):
Page No: 810-815
Country: Bhandara, Maharashtra, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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