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- W59553539 abstract "Publisher Summary The chapter presents the tangent stiffness matrix of a four-termed element, using the principle of stationary potential energy. The accuracy of the element is identical with stability function, and the element overcomes the difficulty that the formulae of the stability function are different when the sign of axial force changes. The formulated element can be used for geometric nonlinear analysis by one element per member as well as describe the effect of axial-torsion buckling (Wagner effect) exactly. On the basis of the formulation of the four-termed element, using the flow theory and the Orbison's yielding surface, the second-order elasto-plastic stiffness matrix of the three-dimensional (3D) beam-column element is derived in the chapter. The model can accurately depict the effects of inner gradual plastic-hinge and internal forces redistribution. Plastic-hinge can be formed at an arbitrary position along the element. The proposed formulation can be used for the accurate analysis of space steel frame of tall buildings. The elastic and inelastic analysis can be implemented using the same model by the condensation technique that eliminates the internal freedom so the structure of the analyzing program need not be modified. Theoretically, this model is accurate and shows its advantage on the structural advanced analysis." @default.
- W59553539 created "2016-06-24" @default.
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- W59553539 date "2005-01-01" @default.
- W59553539 modified "2023-09-27" @default.
- W59553539 title "Second-order analysis for space framed structures with a gradually elasto-plastic numerical model" @default.
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- W59553539 doi "https://doi.org/10.1016/b978-008044637-0/50044-5" @default.
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