Dynamic Response of Vertical Irregular Building As Per IS 1893(Part 1):2016
Krishna Prasad Bhatta1, Gurpreet Singh2
1Krishna Prasad Bhatta*, M.E. Structure , Civil Engineering Department, Chandigarh University, Gharuan, Mohali, Punjab, India.
2Gurpreet Singh, Assistance Professor Civil Engineering Department, Chandigarh University, Gharuan, Mohali, Punjab, India.
Manuscript received on January 17, 2020. | Revised Manuscript received on January 22, 2020. | Manuscript published on February 10, 2020. | PP: 1957-1963 | Volume-9 Issue-4, February 2020. | Retrieval Number: D1215029420/2020©BEIESP | DOI: 10.35940/ijitee.D1215.029420
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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: Nowadays highly increases in the high rise building with architectural requirement in modern city. The purpose of the study is to understand the response of the building due to vertical irregularities. In this paper the incorporated irregularities are as per IS1893 (Part )1:2016 and study response of 12 story building frame 13 models with mass irregular, stiffness irregular and vertical geometric irregularities are analyze in ETABS 2017 by linear dynamic analysis i.e. Response spectrum Analysis. The various structural response parameters such as maximum storey displacement, inter story drift and storey shear are taken to compare the result. Mass irregularity is placed in fourth story, stiffness irregularity is provided in first storey and vertical geometric irregularity is provided in different upper floor. It is concluded that the soft story at bottom highly increases the lateral displacement of that floor, mass irregular at fourth story highly increases the storey shear below that storey and vertical geometric irregularity effect on the relative displacement of building. Combined irregularity highly effect performance of the building therefore chance of collapse also increases as increases in irregularities. All the comparison are represented graphically.
Keywords: Response Spectrum Method, ETABS, Mass irregular, Soft Story, Vertical Geometric Irregularity.
Scope of the Article: Energy Efficient Building Technology