Effect of Position of Shear-Wall on an Aerial High Building |
Author(s): |
| Ali Akbar Razzak Nirban , Dr. D. Y. Patil School of Engineering and Technology, Pune, MH, India.; S. K. Kulkarni, Dr. D. Y. Patil School of Engineering and Technology, Pune, MH, India.; N. A. Maske, Dr. D. Y. Patil School of Engineering and Technology, Pune, MH, India. |
Keywords: |
| Staad.Pro, Shear-Wall, IS 1893-2002, Concrete Structure, Seismal Region |
Abstract |
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As there is a maximum number possibilities of earthquake to hit a vicinity there are much more chances of a tall building being hit with huge and enormous structural loss of property and life. Shear-walls helps to overcome such catastrophe. A symmetrical building is taken into consideration of G+13 and is analyzed for three different cases, without shear-wall, with shear-wall at core and with shear-wall at periphery. This thirteen storeys is analyzed for base shear values, sling effect, strength and stability by the use of software Staad.Pro. The analysis of the building using equivalent static method and dynamic method. All the foot-prints of this paper are rendered in a two-dimensional composition. |
Other Details |
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Paper ID: IJSRDV5I31060 Published in: Volume : 5, Issue : 3 Publication Date: 01/06/2017 Page(s): 1226-1229 |
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