Timoshenko beam-column with generalized
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Luis G. Arboleda-Monsalve; David G. Zapata-Medina; J. Darío Aristizabal-Ochoa
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Article
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2008
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Elsevier Science
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English
⚖ 498 KB
The dynamic-stiffness matrix and load vector of a Timoshenko beam-column resting on a two-parameter elastic foundation with generalized end conditions are presented. The proposed model includes the frequency effects on the stiffness matrix and load vector as well as the coupling effects of: (1) bend