Performance of Tubular Structure under Seismic Excitation
Diwakar Chaudhary1, Gurpreet Singh2
1Diwakar Chaudhary currently pursuing his M.E – Structural Engineering from Chandigarh University (CU), Mohali, Punjab India.
2Gurpreet Singh, Assistant Professor, Department of Civil Engineering, Chandigarh University (CU), Gharuan, Mohali, Punjab, India
Manuscript received on January 16, 2020. | Revised Manuscript received on January 22, 2020. | Manuscript published on February 10, 2020. | PP: 2098-2104 | Volume-9 Issue-4, February 2020. | Retrieval Number: D1461029420/2020©BEIESP | DOI: 10.35940/ijitee.D1461.029420
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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: Advancement in the building construction technology and structural analysis the tall structures have been significantly increased due to over growing population and for land mark of country. The tall structures are more prone to lateral load. In this study different forms of tubular structure are used to resist the Earthquake forces. Tubular structures are made based on the idea that building is design to act like a hollow cylinder cantilever perpendicular to the grounds. The aim of this paper is to present the seismic performance of tubular structure with and without central core. The Framed tube system, Tube in tube system, Bundled tube system, Braced tube system and Moment resisting Frame was analyzed to draw the comparison on the basis of base shear, storey drift, time period and storey shear satisfying the structural codes- IS 456-2000, IS 1893(Part 1):2016 in E-TABs software by Response spectrum method.
Keywords: Framed Tube System, Tube in Tube System, Bundled Tube System, Braced Tube System, Base Shear, Storey Drift, Time Period and Storey Shear, Response Spectrum Method, E-TABs
Scope of the Article: Sustainable Structures