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Optimum Position of Deep Beam Outrigger for Different Position of Shear Wall in High Rise Structure


Ajinkya Dhone , G.H.R.A.E.T., NAGPUR.; Deepa Telang, G.H.R.A.E.T., NAGPUR.


Storey drift, Absolute displacement, Bending moment of column (My,Mz)


In these paper, analysis has been done to determine optimum position of deep-beam outrigger at different position of shear wall for G+15 storey building by using STAAD-PRO V8i. Model with three different position of outrigger i.e.at 5th floor, 10th floor, and 15th floor separately with two different position of shear wall are analyzed by linear static analysis method for seismic zone III. As result coming out from above models shows the performance of the deep-beam outrigger at 10th floor with shear wall 2 position is better than other combination. So, additional combination of outrigger at 5th, 10th, 15th floor with shear wall 2 position is analyzed. Which shows minimum lateral displacement as compared to other combination.

Other Details

Paper ID: IJSRDV4I50335
Published in: Volume : 4, Issue : 5
Publication Date: 01/08/2016
Page(s): 655-658

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