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- W2365969212 abstract "The finite elements method is adopted to analyze and compare the unbraced steel frames of different spans and stories under monotonic and cyclic load.This paper mainly discusses the effects of connection stiffness on behavior of steel frames,such as frame lateral stiffness,yield load and displacement,hysteretic behavior and failure mode.Analytic results show that frame lateral stiffness is decreasing while the displacement is increasing with the reduction of connection stiffness gradually.Column foot is easy to yield prior to beam,and plastic hinge in beam end is difficult to form,two of which lead to the reduction of dissipation capacity of frame.The behavior of steel frames is similar to ideal rigid steel frame when connection stiffness reaches 106kN·m/rad,flexible steel frame when less than 103kN·m/rad,or semi-rigid frame between 103kN·m/rad and 106kN·m/rad,and the effects of connection flexibility on behavior of steel frames can not be neglected." @default.
- W2365969212 created "2016-06-24" @default.
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- W2365969212 date "2010-01-01" @default.
- W2365969212 modified "2023-09-27" @default.
- W2365969212 title "Effects of connection stiffness on the behavior of unbraced steel frames" @default.
- W2365969212 hasPublicationYear "2010" @default.
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