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- W2350656671 abstract "The early buckling of models of continuous beams and the frames with two bars were studied.The spring rigidity coeficient k of the finite degree of freedom of the simple branch beam was obtained through the deformation energy phase method of finite degree of freedom of the simple branch beam.The relation between loads and deformation was obtained by using the frames with two bars of finite degree of freedom to replace the model of the frames with two bars of infinite degree of freedom and then the relation curves were drawn." @default.
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- W2350656671 date "2004-01-01" @default.
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- W2350656671 title "Analysis of post-buckling of frames" @default.
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