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Titlebook: Mechanical Vibration: Where Do We Stand?; Isaac Elishakoff Book 2007 CISM Udine 2007 Smart Materials.Vibration.beam.calculus.computer-aide

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樓主: arouse
51#
發(fā)表于 2025-3-30 09:17:54 | 只看該作者
52#
發(fā)表于 2025-3-30 14:06:29 | 只看該作者
A Comparison of Two Dimensional Structural Theories for Isotropic Plates,ated for the isotropic plates. A corresponding finite element model is developed and implemented in a computer code for modal analysis of plates. The results are compared with the three dimensional theory and with the predictions given by traditional two dimensional models.
53#
發(fā)表于 2025-3-30 19:14:52 | 只看該作者
54#
發(fā)表于 2025-3-30 21:35:57 | 只看該作者
55#
發(fā)表于 2025-3-31 04:14:19 | 只看該作者
Applications of Smart Materials for Vibration Suppression,This chapter examines several examples of using smart materials for suppressing vibrations in structures. In particular, it is shown that smart materials can greatly increase controllability and observability and can be used for both passive and active control.
56#
發(fā)表于 2025-3-31 08:47:07 | 只看該作者
57#
發(fā)表于 2025-3-31 09:54:50 | 只看該作者
Smart Structures in Structural Health Monitoring,This chapter introduces smart materials for problems related to structural health monitoring and diagnostics. Specifically PZT based materials form a natural actuator and sensor for impedance based to structural health monitoring.
58#
發(fā)表于 2025-3-31 13:52:18 | 只看該作者
Numerical Evaluation of Semi-analytical Finite Element (SAFE) Method for Plates, Rods and Hollow Cypotentiality of the SAFE method presented, guided wave features are calculated for several isotropic waveguides immersed in vacuum. In particular a plate, a rod and a hollow cylinder are considered. The dispersion results are presented in terms of phase velocity and group velocity along with the wavestructures or cross-sectional mode shapes.
59#
發(fā)表于 2025-3-31 19:56:22 | 只看該作者
Closed Form Trigonometric Solution of Inhomogeneous Beam-Columns,idity compatible to the pre-selected modes and to specified axial load distributions. In this part II the semi-inverse problem is widen to the dynamic context and it is demonstrated that a harmonic function can serve both as the vibration and the buckling mode of an axially graded beam-column.
60#
發(fā)表于 2025-4-1 01:12:48 | 只看該作者
CISM International Centre for Mechanical Scienceshttp://image.papertrans.cn/m/image/628369.jpg
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