RESPONSES OF FRAME STRUCTURE BY USING SEMIRIGID JOINT

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Published ID: IJNRD2309034

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Yadnyikee Joshi, Prof. Ajaykumar Hamane

Steel frames, Semi-rigid connections, Frye and Morris polynomial Equation, Secant stiffness

This paper is represent the comparatively seismic analysis of different Joint.In that fixed , pinned and semirigid joints are used for design and behaviour of steel structural frame. Frye and Morris polynomial model is used for semi-rigid connections as suggested in IS 800:2007(Annexure-F) [7]. Secant stiffness is calculated for connections using Frey and Morris polynomial equation. Values of secant stiffness for the semirigid joint like single web angle, double web angle, top seat plate without angle, header plate. are incorporated in analysis for all alternatives using STAAD Pro. (5TH SERIES) in place of assumption of ideal rigid and pinned end conditions, analysis result show in graphical form of shear force, bending moment of beam, axial force in column.

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Yadnyikee Joshi & Prof. Ajaykumar Hamane (September-2023). RESPONSES OF FRAME STRUCTURE BY USING SEMIRIGID JOINT. INTERNATIONAL JOURNAL OF NOVEL RESEARCH AND DEVELOPMENT, 8(9), a293-a299. https://ijnrd.org/papers/IJNRD2309034.pdf

Volume 8 Issue 9, September-2023

Pages : a293-a299

Paper Reg. ID: IJNRD_204865

Published Paper Id: IJNRD2309034

Research Area: Engineering

Author Type: Foreign Author

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