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Study on Shearwalls With and Without Openings

Authors(2):

Harikapriya N, Rambabu CH
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Finite Element Modeling now a day is an essential approach in analysis and simulating civil engineering problem numerically. In this thesis Parametric study on shearwalls to apply the finite element modeling in analyzing and exploring the behavior of shear wall with & without opening under seismic load actions and wind load actions.

This study is carried out on G+20 story frame-shear wall buildings, using linear elastic analysis with the help of finite element software, ETABS under earthquake loads in equivalent static analysis. The results reveal that stiffness as well as seismic responses of structures is affected by the size of the openings as well as their locations in shear wall. It is also explored that top lateral drift of the system can also be reduced thickening the element in the model around the opening of shear wall

Harikapriya N, Rambabu CH

Shearwalls, ETABS

  1. IS: 456 – 2000 – Code of practice for plain and Reinforced concrete.
  2. IS 1893(part 1) – 2002 : Criteria for Earthquake resistant Design of structures
  3. IS: 875(part 1) – 1987 – Code of practice for design loads (Other than earthquake) for buildings and structures – Dead loads.
  4. IS: 875(part 2) – 1987 – Code of practice for design loads (Other than earthquake) for buildings and structures – Imposed loads
  5. IS: 875(part 3) – 1987 – Code of practice for design loads (Other than earthquake) for buildings and structures – Wind loads.
  6. arthquake resistant design of structures by pankaj agrawal & manish shrikande

Publication Details

Published in : Volume 2 | Issue 2 | March-April - 2016
Date of Publication Print ISSN Online ISSN
2016-04-25 2395-1990 2394-4099
Page(s) Manuscript Number   Publisher
49-55 IJSRSET16224   Technoscience Academy

Cite This Article

Harikapriya N, Rambabu CH, "Study on Shearwalls With and Without Openings", International Journal of Scientific Research in Science, Engineering and Technology(IJSRSET), Print ISSN : 2395-1990, Online ISSN : 2394-4099, Volume 2, Issue 2, pp.49-55, March-April-2016.
URL : http://ijsrset.com/IJSRSET16224.php

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