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|a TC1665 .N34 2013
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|a UAMI
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|a Naess, Arvid.
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|a Stochastic Dynamics of Marine Structures.
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|a Cambridge :
|b Cambridge University Press,
|c 2012.
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300 |
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|a 1 online resource (426 pages)
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|a text
|b txt
|2 rdacontent
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|a Print version record.
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|a Cover; STOCHASTIC DYNAMICS OF MARINE STRUCTURES; Title; Copyright; Contents; Preface; 1 Preliminaries; 1.1 Introduction; 1.2 Equations of Motion; 1.3 Stochastic Models; 1.4 Organization of the Book; 2 Dynamics of Single-Degree-of-Freedom Linear Systems; 2.1 Introduction; 2.2 Harmonic Oscillator -- Free Vibrations; 2.2.1 Motions of Marine Structures; 2.2.2 Translational Oscillations; 2.2.3 Example -- Amplitude and Phase of a Free Oscillation; 2.2.4 Example -- Heave Oscillations of a Spar Buoy; 2.2.5 Example -- Heave and Surge Oscillations of a TLP; 2.2.6 Rotational Oscillations.
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|a 2.2.7 Example -- Ideal Pendulum2.2.8 Example -- Tilting Oscillations of an ALP; 2.2.9 Example -- Pitch and Roll Oscillations of a Semisubmersible; 2.2.10 Example -- Yaw Oscillations of a TLP; 2.3 Free Damped Oscillations; 2.3.1 Example -- Critical Damping; 2.3.2 Example -- Logarithmic Decrement; 2.3.3 Example -- Vibrating Tower; External Forces, Inertia Forces and External Damping; Elastic Forces and Internal Damping; Effect of Axial Forces; 2.3.4 Example -- Coulomb Damping; 2.4 Forced Vibrations by Harmonic Excitation; 2.4.1 Example -- Harmonic Force.
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|a 2.4.2 Example -- Damping Ratio from Half-Value Width2.5 Forced Vibration -- Complex Analysis; 2.5.1 Example -- Transfer Function; 2.5.2 Example -- Structure on a Vibrating Foundation; 2.5.3 Example -- Vibrating Beam; 2.6 Forced Vibrations by Periodic Excitation; 2.6.1 Example -- Periodic Excitation; 2.7 Forced Vibrations by Arbitrary Excitation; 2.8 Impulse Response Function and Duhamel Integral; 2.8.1 Example -- Suddenly Applied Force; 2.9 Maximum Response to Various Force Time Histories; 2.9.1 Example -- Torsional Rotation of a Suspension Bridge; 2.9.2 Example -- Response to Collision Load.
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|a 3 Dynamics of Multi-Degree-of-Freedom Linear Systems3.1 Introduction; 3.2 Discrete Systems; 3.2.1 Discrete Systems of Rigid Bodies; 3.2.2 Other Examples; 3.2.3 Vibrating Bars and Strings; Vibrating Bar; Vibrating String; 3.3 Beams Under Axial and Lateral Loads; 3.3.1 Basic Principles of Structural Mechanics; General Laws Used to Solve Structural Problem; Differential Formulation for a Bar Element; Virtual Work Formulation for a Bar Element; Differential Equation for the Bending of a Beam Under Lateral Loads; Modification of Beam Theory.
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|a Differential and Virtual Work Formulation for a Beam with Lateral LoadsDifferential Formulation of Timoshenko Beam Theory -- with Account of Shear Deformation; 3.3.2 Differential Equation for Dynamic Behavior; Bar; Slender Beam; Timoshenko Beam; Other Cases; 3.3.3 Approximate Solution of Dynamic Response Based on Discretization; Approximations by Discrete Masses; 3.3.4 Example -- Simple Estimates of Lowest Eigenfrequency of Complex Structures; Approximations by Using Generalized Displacements; 3.3.5 Example -- Cantilever Beam; 3.3.6 Example -- Wind Turbines.
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|a 3.3.7 The Rayleigh-Ritz Method for Determining Mode Shapes and Natural Frequencies.
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|a For students and professionals, this covers theory and methods for stochastic modelling and analysis of marine structures under environmental loads.
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|a Includes bibliographical references and index.
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590 |
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|a ProQuest Ebook Central
|b Ebook Central Academic Complete
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650 |
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|a Offshore structures.
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650 |
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|a Structural dynamics.
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650 |
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|a Stochastic processes
|v Congresses.
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650 |
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|a Structures offshore.
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650 |
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|a Constructions
|x Dynamique.
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650 |
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|a Processus stochastiques
|v Congrès.
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650 |
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|a Offshore structures
|2 fast
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650 |
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|a Stochastic processes
|2 fast
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650 |
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|a Structural dynamics
|2 fast
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655 |
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|a Conference papers and proceedings
|2 fast
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700 |
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|a Moan, Torgeir.
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776 |
0 |
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|i Print version:
|a Naess, Arvid.
|t Stochastic Dynamics of Marine Structures.
|d Cambridge : Cambridge University Press, ©2012
|z 9780521881555
|
856 |
4 |
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|u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=1042447
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