Seismic Analysis of Monolithic Coupling Beams Considering Effect of Dimensions of Coupling Beam on Shear Wall

Authors(2) :-Jigar J Prajapati, Dhruti J Dhyani

This paper presents a study deals with effect of coupled shear wall under seismic forces. The analysis of high rise building with different height 15, 25, and 35 stories building are evaluate the effect of span/depth ratio and aspect ratio of height of building to width of building effect on coupling beam. The analysis of a RC high rise building is done by using ETABS software in this study. The behavior of coupled shear wall is mainly due to coupling beam.

Authors and Affiliations

Jigar J Prajapati
PG Student , Department of civil engineering, SVIT, Vasad, Gujarat, India
Dhruti J Dhyani
Assistant Professor, Department of civil engineering, SVIT, Vasad, Gujarat, India

Coupling Beam, Coupled Shear Wall, Base Moment, Coupling Degree, Seismic Response, Drift, High Rise Building

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Publication Details

Published in : Volume 4 | Issue 5 | March-April 2018
Date of Publication : 2018-04-10
License:  This work is licensed under a Creative Commons Attribution 4.0 International License.
Page(s) : 173-177
Manuscript Number : CE030
Publisher : Technoscience Academy

Print ISSN : 2395-1990, Online ISSN : 2394-4099

Cite This Article :

Jigar J Prajapati, Dhruti J Dhyani, " Seismic Analysis of Monolithic Coupling Beams Considering Effect of Dimensions of Coupling Beam on Shear Wall, International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 4, Issue 5, pp.173-177, March-April-2018.
Journal URL : http://ijsrset.com/CE030

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