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

Authors

  • 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

Keywords:

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

Abstract

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.

References

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International Journal of Scientific Research in Science, Engineering and Technology

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Published

2018-04-10

Issue

Volume 4, Issue 5, March-April-2018

Section

Research Articles

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This work is licensed under a Creative Commons Attribution 4.0 International License.

How to Cite

[1]
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.