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230209s2015 xx o ||| 0 eng d |
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|a EBLCP
|b eng
|c EBLCP
|d OCLCQ
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|d OCLCQ
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| 020 |
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|a 9781118900185
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|a 1118900189
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|a AU@
|b 000074997349
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|a (OCoLC)1347027524
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|a 624.1/76
|q OCoLC
|2 23/eng/20230216
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| 049 |
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|a UAMI
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| 100 |
1 |
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|a Geradin, Michel.
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| 245 |
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|a Mechanical Vibrations
|h [electronic resource] :
|b Theory and Application to Structural Dynamics.
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| 260 |
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|a Newark :
|b John Wiley & Sons, Incorporated,
|c 2015.
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| 300 |
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|a 1 online resource (617 p.).
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| 490 |
1 |
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|a New York Academy of Sciences Ser.
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| 500 |
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|a Description based upon print version of record.
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|a Cover -- TItle Page -- Copyright -- Contents -- Foreword -- Preface -- Introduction -- Suggested Bibliography -- List of main symbols and definitions -- Chapter 1 Analytical Dynamics of Discrete Systems -- Definitions -- 1.1 Principle of virtual work for a particle -- 1.1.1 Nonconstrained particle -- 1.1.2 Constrained particle -- 1.2 Extension to a system of particles -- 1.2.1 Virtual work principle for N particles -- 1.2.2 The kinematic constraints -- 1.2.3 Concept of generalized displacements -- 1.3 Hamilton's principle for conservative systems and Lagrange equations
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|a 1.3.1 Structure of kinetic energy and classification of inertia forces -- 1.3.2 Energy conservation in a system with scleronomic constraints -- 1.3.3 Classification of generalized forces -- 1.4 Lagrange equations in the general case -- 1.5 Lagrange equations for impulsive loading -- 1.5.1 Impulsive loading of a mass particle -- 1.5.2 Impulsive loading for a system of particles -- 1.6 Dynamics of constrained systems -- 1.7 Exercises -- 1.7.1 Solved exercises -- 1.7.2 Selected exercises -- References -- Chapter 2 Undamped Vibrations of n-Degree-of-Freedom Systems -- Definitions
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| 505 |
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|a 2.1 Linear vibrations about an equilibrium configuration -- 2.1.1 Vibrations about a stable equilibrium position -- 2.1.2 Free vibrations about an equilibrium configuration corresponding to steady motion -- 2.1.3 Vibrations about a neutrally stable equilibrium position -- 2.2 Normal modes of vibration -- 2.2.1 Systems with a stable equilibrium configuration -- 2.2.2 Systems with a neutrally stable equilibrium position -- 2.3 Orthogonality of vibration eigenmodes -- 2.3.1 Orthogonality of elastic modes with distinct frequencies
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| 505 |
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|a 2.3.2 Degeneracy theorem and generalized orthogonality relationships -- 2.3.3 Orthogonality relationships including rigid-body modes -- 2.4 Vector and matrix spectral expansions using eigenmodes -- 2.5 Free vibrations induced by nonzero initial conditions -- 2.5.1 Systems with a stable equilibrium position -- 2.5.2 Systems with neutrally stable equilibrium position -- 2.6 Response to applied forces: forced harmonic response -- 2.6.1 Harmonic response, impedance and admittance matrices -- 2.6.2 Mode superposition and spectral expansion of the admittance matrix
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| 505 |
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|a 2.6.3 Statically exact expansion of the admittance matrix -- 2.6.4 Pseudo-resonance and resonance -- 2.6.5 Normal excitation modes -- 2.7 Response to applied forces: response in the time domain -- 2.7.1 Mode superposition and normal equations -- 2.7.2 Impulse response and time integration of the normal equations -- 2.7.3 Step response and time integration of the normal equations -- 2.7.4 Direct integration of the transient response -- 2.8 Modal approximations of dynamic responses -- 2.8.1 Response truncation and mode displacement method -- 2.8.2 Mode acceleration method
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| 500 |
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|a 2.8.3 Mode acceleration and model reduction on selected coordinates
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| 590 |
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|a ProQuest Ebook Central
|b Ebook Central Academic Complete
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| 655 |
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0 |
|a Electronic books.
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| 776 |
0 |
8 |
|i Print version:
|a Geradin, Michel
|t Mechanical Vibrations
|d Newark : John Wiley & Sons, Incorporated,c2015
|z 9781118900208
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| 830 |
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0 |
|a New York Academy of Sciences Ser.
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| 856 |
4 |
0 |
|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=7104203
|z Texto completo
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| 938 |
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|a ProQuest Ebook Central
|b EBLB
|n EBL7104203
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|a 92
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|
