Wind analysis of high rise building with shear wall
Aaliya Sheikh, Dr.S A Hussian , Ritik Bhaisare , Ayanuddin Sheikh , Tanushree Sahare, Harris Khan
Seismic; analysis; wind; multi-storey; shear wall; STAAD Pro
In present era, development of tall buildings preferred due to scarcity of space. This scarcity has led to the vertical construction growth of low rise, medium rise, tall buildings. These buildings general used RCC framed structures subjected to vertical as well as horizontal loads. But for the buildings taller than 15 to 20 stories this system is not adequate because it does not provide the required lateral stiffness. By providing shear wall at suitable locations the required stiffness can be provided. This paper focuses on the study of the effect of wind load on G+13 storey RCC building with shear wall provided.
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Unique Paper ID: 164600

Publication Volume & Issue: Volume 10, Issue 12

Page(s): 1888 - 1893
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