Study of Behavior of Tubular Tall Building Subjected To Wind & Earth Forces
Yogesh S. Dhake1, V. G. Sayagavi2, N. G. Gore3

1Mr. Yogesh S. Dhake, (PG Student). Department of Civil Engineering, Mahatma Gandhi Mission’s College of Engineering and Technology, Navi Mumbai (Maharashtra). India. Prof
2V.G. Sayagavi, Department of Civil Engineering, Mahatma Gandhi Mission’s College of Engineering and Technology, Navi Mumbai (Maharashtra). India.
3Prof N.G. Gore, (Guide), Department of Civil Engineering, Mahatma Gandhi Mission’s College of Engineering and Technology, Navi Mumbai (Maharashtra). India.
Manuscript received on September 19, 2015. | Revised Manuscript received on September 20, 2015. | Manuscript published on September 25, 2015. | PP:14-19 | Volume-3 Issue-11, September 2015. | Retrieval Number: K10340931115

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© The Authors. Published By: 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: In this project, Analysis of Tubular tall building has been done using ETABS. It has been presumes that, the only periphery Columns essentially take part in resisting Wind & Earthquake forces and the interior columns transfer gravity load to foundation. This assumption work fairly well in resisting forces. When the outer tube is subjected to Wind & Earthquake forces the flange columns experience the shear lag phenomenon. Also, in this research, we tried to study the maximum deflection & Inter-storey drift, of the tube without and with shear wall and other patterns of shear panels. It has been observed that more shear panels did not cause necessarily displacement of structures but the type of arrangement had important criteria as well.
Keywords: Concrete frame, Shear lag Phenomenon, Lateral Displacement, Shear panel.