UGC Approved Journal no 63975(19)

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

Volume 7 Issue 11
November-2020
eISSN: 2349-5162

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

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Published Paper ID:
JETIR2011327


Registration ID:
303817

Page Number

221-232

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Title

DESIGN OF EARTH-QUAKE RESISTANT MULTI-STORIED RCC BUILDING

Abstract

Earthquake is one of the largest disasters of nature. Millions of lives have gone because of this disaster. Though it cannot be stopped but through various measures, lives and resources can be saved. Especially through following certain preventive measures as per scientific standards, its effects can be minimized or prevented. Buildings are on great risks because of the earthquakes. When a multi-storied building falls down, it takes many lives with it. In addition, removing the rubbles will cost a lot. Rather, constructing a building which can endure these earthquakes is the most ideal step to take. There are many scientific guidelines as per which a strong multi storied building can be constructed. This project involves the analysis of simple 2-D frames of varying floor heights and varying number of bays using a very popular software tool Etabs. Using the analysis results reaction, displacement, shear in column and beam is obtained. In addition to that the detailed study of seismology was undertaken and the feasibility of the software tool to be used was also checked. Till date many such projects have been undertaken on this very topic but the analysis were generally done for the static loads i.e. dead load, live load etc. But the earthquake analysis or seismic analysis is to be incorporated. The structure would be analysed and designed for seismic load and for all possible load combinations pertaining to IS 456, IS 1893 and IS 13920 manually. This project includes examining basic 2-D panels with different floor heights and different lengths using a common Etabs software tool. Reaction, shift, shear in the column, and beam are obtained by evaluating effects. The comprehensive seismology analysis was carried out as well as testing the viability of the technical method used. To date, various such experiments were carried out on this subject, but typically for static loads such as dead load, live load, etc., research was carried out. But it is important to add an earthquake analysis or a seismic analysis. The structure had to be evaluated and designed manually for the seismic load and for everything possible IS 456, IS 1893, and IS 13920 load variations

Key Words

Earthquake, seismic load, shear wall, building, structure.

Cite This Article

"DESIGN OF EARTH-QUAKE RESISTANT MULTI-STORIED RCC BUILDING ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.7, Issue 11, page no.221-232, November-2020, Available :http://www.jetir.org/papers/JETIR2011327.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

"DESIGN OF EARTH-QUAKE RESISTANT MULTI-STORIED RCC BUILDING ", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.7, Issue 11, page no. pp221-232, November-2020, Available at : http://www.jetir.org/papers/JETIR2011327.pdf

Publication Details

Published Paper ID: JETIR2011327
Registration ID: 303817
Published In: Volume 7 | Issue 11 | Year November-2020
DOI (Digital Object Identifier):
Page No: 221-232
Country: bhopal, madhya pradesh, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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