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Slit T steel connection is a typical one of the semi-rigid connections,which has been a preliminary application in engineering practice.In this paper,Full-scale model of the slit T steel connections using H-section member had been analyzed using ANSYS.It is concluded that slit T steel connections can possess the relative high stiffness, strength and excellent ductility as moment-resisting components in the seismic design of frames.These conclusions can provide theoretical basis and reference for application of slit T steel connection in steel frame.
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