Progressive Collapse Analysis of Three Dimensional Two Bay Five Storey Bare and Infilled Frames under Corner and Middle Column Removal
M.Prakash1, K.S. Satyanarayanan2, V.Thamilarasu3
1M.Prakash, Assistant Professor, Department of Civil engineering at SRMIST, SRM Nagar, Kattankulathur.
2K.S.Satyanarayanan, Professor and Head, Department of Civil engineering at SRM IST, SRM Nagar, Kattankulathur.
3V.Thamilarasu, Professor, Department of Civil engineering at SRMIST, SRM Nagar, Kattankulathur.
Manuscript received on November 12, 2019. | Revised Manuscript received on November 25, 2019. | Manuscript published on 30 November, 2019. | PP: 4749-4753 | Volume-8 Issue-4, November 2019. | Retrieval Number: C4619098319/2019©BEIESP | DOI: 10.35940/ijrte.C4619.118419
Open Access | Ethics and Policies | Cite | Mendeley | Indexing and Abstracting
© 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: Demand Capacity Ratio (DCR) assessment of the structural progressive collapse of two bay five storey bare frame without wall load , bare frame with wall load and Infilled frame with cement mortar (IFCM). IN this paper linear static analysis is carried out under corner and middle column removal base on GSA guidelines. Finite element software was used to design two bay five storey reinforced concrete building frame using Indian Standard (IS code). Finally all the three cases according to the progressive collapse resistant behaviour indicator DCR values to investigate in ability in progressive collapse, this present result shows Infilled frame with cement mortar shows to prevent the progressive collapse of Reinforced concrete building.
Keywords: Progressive Collapse, Two Dimensional, Bare, Infilled Frame, Corner, Middle, Linear Static
Scope of the Article: Software Domain Modelling and Analysis.