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

Author

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  • Jigar J Prajapati
  • Dhruti J Dhyani

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.

Suggested Citation

  • Jigar J Prajapati & Dhruti J Dhyani, 2018. "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, International Journal of Scientific Research in Science, Engineering and Technology, vol. 4(5), pages 173-177, April.
    • Handle: RePEc:ijs:ijsrse:v4:y2018:i5:id:hce030
    Note: Article URL: https://ijsrset.com/CE030
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