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• W2003211454 abstract "A method is presented to incorporate the flexibility of connections in the seismic analysis of framed structures. The flexible connections are represented by rotational springs with linear moment rotation relationships. Although additional deformation coordinates representing the rotational deformations of the connections exist, the formulation developed here avoids this increase in the degrees of freedom. The changes in the element matrices introduced by the eccentricity and flexibility of mass and stiffness on the connections are explicitly defined in closed form. Numerical results showing the effects of flexibility and eccentricity on the dynamic characteristics as well as on the seismic response of a building frame are presented." @default.
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• W2003211454 date "1996-01-01" @default.
• W2003211454 modified "2023-09-25" @default.
• W2003211454 title "Seismic response of structural frameworks with flexible connections" @default.
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• W2003211454 doi "https://doi.org/10.1016/0045-7949(95)00108-s" @default.
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