UGC Approved Journal no 63975(19)

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

Volume 10 Issue 4
April-2023
eISSN: 2349-5162

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

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Published Paper ID:
JETIR2304C82


Registration ID:
513847

Page Number

m612-m626

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Title

AN ADVANCE STUDY OF HIGH RISE STRUCTURE CONSIDERING BLAST LOAD AND SECURED BY SHEAR WALL

Abstract

Abstract: Shear walls are specifically designed, inside and out, to resist vertical forces carried forward by wind, earthquakes, and other forces acting in the wall's plane. They are often made of a flexible material and installed in tall structures to prevent the buildings from collapsing as a result of seismic forces. Shear walls are strong and flat, and they can carry both heavy gravity loads and strong vertical loads. The joints, however, are quite complete if the building is tall, say more than 12 stories, the beams and columns are very large, and the steel holding the beams and columns together is very heavy. Because in these locations it is challenging to pour and vibrate, this is bad for the security of the building. Shear barriers have been added to tall buildings as a result of these practical challenges. Past few years have seen a lot of focus on the issue of earthquakes and explosions. The first issue to be noted in the previous 60 years, explosives, was preceded by problems relating to earthquakes. Due to the difficulty of assessing the dynamic reaction of structures to blast loads, traditional structures are typically not built to sustain blast loads. High strain rates, non-linear frictional material behavior, and inaccurate blast load estimations are just a few consequences of this complexity. Deterministic and temporal intervals, or expensive design and construction. In the meantime, the number of terrorist strikes on infrastructure increased. These elements focus on the importance of researching explosive processes and how they affect structures. In this research work prepare three different shape of models with different symmetric conditions. Use M-30 grade of concrete and fe-250 of steel to prepare models. Also use shear wall at different location. Time history analysis used in all models with application of blast loading.

Key Words

Shear wall, Blast load, Time history analysis, Plus shape models, C-shape models and Unsymmetrical Models etc.

Cite This Article

"AN ADVANCE STUDY OF HIGH RISE STRUCTURE CONSIDERING BLAST LOAD AND SECURED BY SHEAR WALL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.10, Issue 4, page no.m612-m626, April-2023, Available :http://www.jetir.org/papers/JETIR2304C82.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

"AN ADVANCE STUDY OF HIGH RISE STRUCTURE CONSIDERING BLAST LOAD AND SECURED BY SHEAR WALL", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.10, Issue 4, page no. ppm612-m626, April-2023, Available at : http://www.jetir.org/papers/JETIR2304C82.pdf

Publication Details

Published Paper ID: JETIR2304C82
Registration ID: 513847
Published In: Volume 10 | Issue 4 | Year April-2023
DOI (Digital Object Identifier):
Page No: m612-m626
Country: bilaspur, Chhattisgarh, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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