Dynamic stiffness matrix of a general cable element
Copyright policy )Dynamic stiffness matrix of a general cable element
A computational scheme for determining the dynamic stiffness coefficients of a linear, inclined, translating and viscously/hysteretically damped cable element is outlined. Also taken into account is the coupling between in-plane transverse and longitudinal forms of cable vibration. The scheme is based on conversion of the governing set of quasistatic boundary value problems into a larger equivalent set of initial value problems, which are subsequently numerically integrated in a spatial domain using marching algorithms.
marching algorithms, Random vibrations in dynamical problems in solid mechanics, viscously/hysteretically damped cable element, quasistatic boundary value problems, vector Gaussian random processes, set of initial value problems, Strings, earthquake loads, Civil Engineering, random vibration analysis
marching algorithms, Random vibrations in dynamical problems in solid mechanics, viscously/hysteretically damped cable element, quasistatic boundary value problems, vector Gaussian random processes, set of initial value problems, Strings, earthquake loads, Civil Engineering, random vibration analysis
selected citations These citations are derived from selected sources.This is an alternative to the "Influence" indicator, which also reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).11 popularity This indicator reflects the "current" impact/attention (the "hype") of an article in the research community at large, based on the underlying citation network.Average influence This indicator reflects the overall/total impact of an article in the research community at large, based on the underlying citation network (diachronically).Top 10% impulse This indicator reflects the initial momentum of an article directly after its publication, based on the underlying citation network.Average
Citations provided by BIP!Popularity provided by BIP!