Seismic Analysis of Multi-Storey Irregular Building with Different Structural Systems
Vishal N1, Ramesh Kannan M2, Keerthika L3
1Vishal N, Graduate Student, Division of Structural and Geotechnical Engineering, School of Civil Engineering, Vellore Institute of Technology, Chennai, Tamil Nadu, India.
2Ramesh Kannan M*, Assistant Professor Senior, Division of Structural and Geotechnical Engineering, School of Civil Engineering, Vellore Institute of Technology, Chennai, Tamil Nadu, India.
3Keerthika L, Structural Engineer, Indira Projects & Development Pvt. Ltd., 116/1, Anna Salai, behind IDBI Bank, Little Mount, Saidapet, Chennai, Tamil Nadu, India.
Manuscript received on March 12, 2020. | Revised Manuscript received on March 25, 2020. | Manuscript published on March 30, 2020. | PP: 3146-3155 | Volume-8 Issue-6, March 2020. | Retrieval Number: F8813038620/2020©BEIESP | DOI: :10.35940/ijrte.F8813.038620
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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: Most of the multi-storey buildings are analysed based on an assumption that the structure is subjected to whole load after modelling the entire structure. But in reality, each storey is subjected to some assumed loads to act during construction period itself as they are constructed in stages as storey wise. Sequential analysis in a structure is ignored by many structural engineers while analysing the structure. Because of this ignorance, variation may occur in structural members in the below storey with respect to above storey as the construction proceeds which leads to incorrect distribution of forces in the member. So, analysis has to be done only by sequential application of loads in each storey for the safety of the structure and cost-effectiveness. In order to study the structural behaviour of a 20-storey building with vertical setback irregularity has been modelled and analysed by response spectrum method considering with and without Construction Sequence Analysis (CSA) using different structural systems in CSI ETABS V16 as per BIS 1893:2016 (Part 1). Finally, results such as axial force, shear force, bending moment are drawn for the structural members and response such as storey displacement, storey shear and storey drift are plotted and compared for each structural system.
Keywords: Construction Sequence Analysis, Multi-Storey Building, Response Spectrum Method, Seismic Analysis, Vertical Setback Irregularity.
Scope of the Article: Multi-agent systems.