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Published in:

Volume 7 Issue 8
August-2020
eISSN: 2349-5162

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

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Published Paper ID:
JETIR2008113


Registration ID:
235919

Page Number

875-884

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Title

Comparative Seismic Analysis of Multi-Storey Buildings Using Indian, Canadian and Japanese Regulations

Authors

Abstract

The seismic structure can resist vertical and lateral forces acting on the structure. However, no structure can completely resist an earthquake without a refund, since a damage-free design structure is very profitable. According to the code, the seismic structure is designed to withstand at least one earthquake expected during the life of the structure. Many countries have their own codes of conduct when designing seismic structures. Analyze and design reinforced concrete buildings according to the code requirements. These buildings designed in accordance with the provisions of the "Code" can survive the entire earthquake, with little damage to the structural elements and there is enough time or warning to escape the structure. There are differences in anti-seismic building codes in different countries because they all take into account different factors such as strength, size, area factor and importance factor, which is why it is difficult to determine them. In this project, various international design codes were used to conduct comparative analysis and research on RCC buildings. The comparison carried out in this project provides for the maximum cutting force, the maximum bending moment, the maximum bending, etc. This comparative study shows the impact of different codes on these parameters and the economic design of the building. In this project, a G+11 building is planned and analysed. The design and analysis is carried out using three International Seismic Standards IS: 1893 –Criteria for earthquake resistant design of structures Part 1, Japanese seismic Design codes, AIJ, BSLJ, Canada code NBCC 2005, CSA Standards A23.3-94.

Key Words

Earthquake resistant structures, Intensity, Magnitude, Zone factors, Maximum Shear force, Maximum Bending Moment, Maximum Deflection

Cite This Article

"Comparative Seismic Analysis of Multi-Storey Buildings Using Indian, Canadian and Japanese Regulations", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 8, page no.875-884, August-2020, Available :http://www.jetir.org/papers/JETIR2008113.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

"Comparative Seismic Analysis of Multi-Storey Buildings Using Indian, Canadian and Japanese Regulations", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 8, page no. pp875-884, August-2020, Available at : http://www.jetir.org/papers/JETIR2008113.pdf

Publication Details

Published Paper ID: JETIR2008113
Registration ID: 235919
Published In: Volume 7 | Issue 8 | Year August-2020
DOI (Digital Object Identifier):
Page No: 875-884
Country: -, -, - .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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