Analysis of A Tall Structure Considering Opening Wall Conditions Using ETABS A Review

Authors

  • Varsha Ahirwar P.G. Scholar, Department of Civil Engineering, Infinity Management and engineering College Sagar, Madhya Pradesh, India Author
  • Rahul Sathbhiya Assistant Professor, Department of Civil Engineering, Infinity Management and engineering College Sagar, Madhya Pradesh, India Author

Keywords:

ETABS, Seismic behavior, Storey drift, Shear Wall, Staggered Openings, Seismic Loads, Finite Element Analysis, Response Spectrum Method

Abstract

Shear walls are structural systems which provide stability to structures from lateral loads like wind, seismic loads. An attempt is made to apply the finite element modelling in analyzing and exploring the behavior of shear wall with opening under seismic load actions. Shear walls are generally located at the sides of buildings or arranged in the form of core that houses stairs and lifts. The properties of these seismic shear walls dominate the response of the buildings, and therefore, it is important to evaluate the seismic response of the shear walls appropriately. Due to functional requirements such as doors, windows, and other openings, a shear wall in a building contains many openings
In this paper presenting review of past journals 
              

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References

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Published

29-09-2023

Issue

Section

Research Articles

How to Cite

Ahirwar, V., & Sathbhiya, R. (2023). Analysis of A Tall Structure Considering Opening Wall Conditions Using ETABS A Review . International Journal of Scientific Research in Civil Engineering, 7(5), 130-137. https://ijsrce.com/index.php/home/article/view/IJSRCE123759

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