Critical Behavior of STILT Columns in RC Framed Structures Under the Influence of Wind
Sagar L Belgaonkar1, A.Amarnath2, Ismail R Garag3, Manjunath S Makari4, Iliyaskhan A. Desai5, Rahul M. Patil6

1MProf. Sagar L Belgaonkar, Assistant Professor, Department of Civil Engineering, S.G. Balekundri Institute of Technology, Belagavi (Karnataka), India.
2Prof. A. Amarnath, Assistant Professor, Department of Civil Engineering, S.G. Balekundri Institute of Technology, Belagavi (Karnataka), India.
3Ismail R Garag, UG Student, Department of Civil Engineering, S.G. Balekundri Institute of Technology, Belagavi (Karnataka), India.
4Manjunath S Makari, UG Student, Department of Civil Engineering, S.G. Balekundri Institute of Technology, Belagavi (Karnataka), India.
5Iliyaskhan A Desai, UG Student, Department of Civil Engineering, S.G. Balekundri Institute of Technology, Belagavi (Karnataka), India.
6Rahul M Patil, UG Student, Department of Civil Engineering, S.G. Balekundri Institute of Technology, Belagavi (Karnataka), India.

Manuscript received on 13 April 2017 | Revised Manuscript received on 20 April 2017 | Manuscript Published on 30 April 2017 | PP: 122-127 | Volume-6 Issue-4, April 2017 | Retrieval Number: D4931046417/17©BEIESP
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© The Authors. Blue Eyes Intelligence Engineering and Sciences Publication (BEIESP). This is an open access article under the CC-BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/)

Abstract: Wind is horizontal movement of air due to temperature difference. Wind has significant role to play in design of high rise building because it results in static and dynamic loads. In this paper, effect of wind load on 11 Storey RCC Building having different column heights which may be due to unevenness in the slope of the ground is analyzed. Effect of wind is studied under consideration of IS 875: Part III 1987 Models are prepared and analyzed for wind effect using ETABS 2013. Models with varying slopes are studied.
Keywords: Displacement, Stilt Factor, Sloping Ground, Wind

Scope of the Article: Behaviour of Structures