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

Authors(2):

Jigar J Prajapati, Dhruti J Dhyani
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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.

Jigar J Prajapati, Dhruti J Dhyani

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 Print ISSN Online ISSN
2018-04-10 2395-1990 2394-4099
Page(s) Manuscript Number   Publisher
173-177 CE030   Technoscience Academy

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.
URL : http://ijsrset.com/CE030.php