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- W2020369706 abstract "Abstract The response of damped cantilevered columns to transient axial loads of the follower and unidirectional type is investigated. Coupling between lateral and axial motions is accounted for by including the effect of rotation on the axial strain of the column. For certain values of load and column parameters, parametric resonance of lateral modes can occur due to transient axial motion after the load is removed. The parametric resonance can be of the simple or the combination type, depending on the particular geometrical configuration of the column. Numerical results are obtained in order to study the influence of the load-column parameters on the magnitude of the maximum lateral response reached and the time at which the maximum occurs. The significant parameters of the system are identified as those of the amplitude and duration of the end load, the slenderness ratio for the column, and the amount of internal damping present." @default.
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- W2020369706 title "Resonance instabilities of cantilevered columns subjected to transient axial loads" @default.
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- W2020369706 doi "https://doi.org/10.1016/0020-7403(81)90064-3" @default.
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