Response Reduction Factor For Different Heights of RC Structure
A V Sai Veda1, G. Sateesh Kumar2, Atulkumar Manchalwar3
1A V Sai Veda, M-Tech Scholar, Gokaraju Rangaraju Institute of Engineering and Technology, Hyderabad.
2G. Sateesh Kumar, Associate Professor, Gokaraju Rangaraju Institute of Engineering and Technology, Hyderabad.
3Atulkumar Manchalwar , Associate Professor, Gokaraju Rangaraju Institute of Engineering and Technology, Hyderabad.
Manuscript received on November 15, 2019. | Revised Manuscript received on 20 November, 2019. | Manuscript published on December 10, 2019. | PP: 3273-3276 | Volume-9 Issue-2, December 2019. | Retrieval Number: B6638129219/2019©BEIESP | DOI: 10.35940/ijitee.B6638.129219
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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: Seismic analysis is considered as an important parameter for any structural design. The strength and ductility of frame members in seismic design depends on the response reduction factor. In this paper four symmetrically framed structures are considered of different heights under the critical zone condition. The primary emphases of this work is regarding calculation of response reduction factor values attained from designing RC framed structures. The results are computed by applying non-linear static pushover analysis. SAP-2000 software is used for analyzing the non-linear behaviour of the structure.
Keywords: Seismic Analysis, Pushover Analysis, Response Reduction factor, SAP.
Scope of the Article: Algorithm Engineering