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JOURNALS || EIJO Journal of Engineering, Technology and Innovative Research (EIJO – JETIR) [ ISSN : 2455 - 9172 ]
Seismic Analysis of a Single Bay Structure with Composite Beam and RCC Columns

Author Names : Kamal Singh Jonwal,Hemant Kumar Sain,Mayank Mehandiratta  Volume 4 Issue 6
Article Overview

This study has been made on behavior of composite beam known as composite beam section (CBS). Structural engineering Software SAP 2000 developed by CSi used for modeling and analysis of structure is done. Advanced structural analysis and design software “SAP 2000” is used for the results of bending moment & lateral deflection of frame. A three dimensional modeling and analysis of the structure are carried out with the help of SAP 2000 software. Compares bending moment and shear force for beam of composite section and ordinary columns. To solve problems, composite structures might be suitable. Wind load and earthquake load starts dominating resulting into increase in size of columns and beams for high rise buildings. In India, Indian standard criteria for earthquake resistant design of structures IS 1893 (PART-1): 2002 is the main code that provides outline for calculating seismic design force. Wind forces are calculated using code IS-875 (PART-3). The results of beams are obtained and discussed. The analysis and design of composite beams are in progress. In this study analysis of single bay structure having composite beam with seismic zone V according to IS 1893:2016 has been carried out and comparison is made between bending moments, shape factor, deflections at various point of beam, shear force for seismic load due to response spectrum, dead load and combination of this.

Keywords: Single Bay Structure, Composite section, steel girder, seismic load, SAP 2000, Fe-250.

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