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dc.contributor.authorGil-Martín, Luisa María
dc.contributor.authorCarbonell-Márquez, Juan Francisco
dc.contributor.authorHernández-Montes, Enrique
dc.contributor.authorAschheim, Mark
dc.contributor.authorPasadas Fernández, Miguel
dc.descriptionArtículo publicado en Applied Mathematics Lettersen_US
dc.description.abstractThe magnification factor for the steady-state response of a SDOF system under harmonic loading is described in many structural dynamics textbooks; the well known analytical solution is easily obtained from the solution to the damped equation of motion for harmonic loading. The complete and steady state solutions can differ significantly. An analytical expression for the maximum response to the complete solution (steady state plus transient) remains elusive; however, a simple analytical expression is identified herein for the undamped case. Differences in the magnification factors obtained for both solutions are discussed.en_US
dc.rightsCreative Commons Attribution-NonCommercial-NoDerivs 3.0 License
dc.subjectDynamic magnification factoren_US
dc.subjectSteady stateen_US
dc.subjectTransient stateen_US
dc.titleDynamic magnification factor of SDOF oscillators under harmonic loadingen_US
dc.title.alternativeFactor multiplicador completo de un sistema de un grado de libertad sometido a carga armónicaen_US

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Creative Commons Attribution-NonCommercial-NoDerivs 3.0 License
Except where otherwise noted, this item's license is described as Creative Commons Attribution-NonCommercial-NoDerivs 3.0 License