Titlebook: Structural Dynamics; Theory and Computati Mario Paz,Young Hoon Kim Textbook 2019Latest edition Springer Nature Switzerland AG 2019 Textbook

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Nonlinear Structural Responseas proportional to the displacement. We also assumed the dissipation of energy through a viscous damping mechanism in which the damping force was proportional to the velocity. In addition, the mass in the model was always considered to be unchanging with time. As a consequence of these assumptions,

闪光东本

Free Vibration of a Shear Buildinga unique shape during its motion will the single-degree model provide the exact dynamic response. Otherwise, when the structure takes more than one possible shape during motion, the solution obtained from a single-degree model will be at best, only an approximation to the true dynamic behavior.

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Dynamic Analysis of Beamse to the longitudinal direction, thus producing flexural stresses and lateral displacements. We begin by establishing the static characteristics for a beam segment; and then introduce the dynamic effects produced by the inertial forces. Two approximate methods are presented to take into account the

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Dynamic Analysis of Grid Framesplanar structural system is subjected to loads applied normally to its plane, the structure is referred to as a .. This structure can also be treated as a special case of the three-dimensional frame to be presented in Chap. .. The reason for considering the planar frame, whether loaded in its plane

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