UGC Approved Journal no 63975(19)

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Published in:

Volume 6 Issue 4
April-2019
eISSN: 2349-5162

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

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Published Paper ID:
JETIR1904661


Registration ID:
203261

Page Number

328-331

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Title

Seismic Response of RC Building with Specially Shaped Columns: A Comparative Study

Abstract

Moment Resisting RC Frames in multi storey buildings predominantly make use of rectangular column system and they are widely practiced and globally accepted as default support system. Because of the availability of varieties of software for standard designs and ease of construction, rectangular columns are widely practiced in construction industries. The specially shaped columns, i.e., L,T and + shaped if strategically positioned at corner, peripheral and intermediate position respectively in a multi storey building frame, it would not only promise better structural response but will be more useful to articulately manage the floor space due to its special shape. Hence to verify the structural performance of moment resisting RC frames at different heights with these L, T and + shaped columns, an attempt is made in this work to model G+3, G+7 and G+13 storey SMRF in ETABS environment. Comparing the results for the similar frames with rectangular column as supporting system. A seismic analysis is performed on all these frames by response spectrum method by using built-in library of specially shaped columns and the results for storey drift, natural frequency and storey displacement for all these different height frames are acquired. The results obtained are depicted in this work with a comparison of SMRF with rectangular columns and for all these parameters, comparison is depicted in graphical and tabular form which shows clear advantage of use of specially shaped columns, to resist seismic performance of multi storey RC frame.

Key Words

Specially Shaped Columns, Seismic, RC Building, Comparison, ETABS

Cite This Article

"Seismic Response of RC Building with Specially Shaped Columns: A Comparative Study", International Journal of Emerging Technologies and Innovative Research (www.jetir.org), ISSN:2349-5162, Vol.6, Issue 4, page no.328-331, April-2019, Available :http://www.jetir.org/papers/JETIR1904661.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

"Seismic Response of RC Building with Specially Shaped Columns: A Comparative Study", International Journal of Emerging Technologies and Innovative Research (www.jetir.org | UGC and issn Approved), ISSN:2349-5162, Vol.6, Issue 4, page no. pp328-331, April-2019, Available at : http://www.jetir.org/papers/JETIR1904661.pdf

Publication Details

Published Paper ID: JETIR1904661
Registration ID: 203261
Published In: Volume 6 | Issue 4 | Year April-2019
DOI (Digital Object Identifier):
Page No: 328-331
Country: Ahmedabad, Gujarat, India .
Area: Engineering
ISSN Number: 2349-5162
Publisher: IJ Publication


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