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Journal of the Engineering Mechanics Division, 1964
Visco-elastic, shear, and rotatory inertia effects are introduced into the Laplace transforms of the response functions for lattice structures. The response functions are written in a closed form, which contains only real quantities for real values of the transform variable, S.
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Visco-elastic, shear, and rotatory inertia effects are introduced into the Laplace transforms of the response functions for lattice structures. The response functions are written in a closed form, which contains only real quantities for real values of the transform variable, S.
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2015
1 Introduction 2 Ship structures 2.1 Environment-induced vibrations 2.1.1 Wave-induced vibration 2.1.2 Ice-induced vibration 2.2 Machinery or propeller-induced vibrations 2.2.1 Propeller-induced vibration 2.2.2 Machinery-induced vibration 2.2.3 Numerical and analytical vibration studies of ship structures 2.3 Noise 2.3.1 Interior noise 2.3.2 Air ...
Cho, D. S. +17 more
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1 Introduction 2 Ship structures 2.1 Environment-induced vibrations 2.1.1 Wave-induced vibration 2.1.2 Ice-induced vibration 2.2 Machinery or propeller-induced vibrations 2.2.1 Propeller-induced vibration 2.2.2 Machinery-induced vibration 2.2.3 Numerical and analytical vibration studies of ship structures 2.3 Noise 2.3.1 Interior noise 2.3.2 Air ...
Cho, D. S. +17 more
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Ferromagnetic Dynamical Response
Journal of Applied Physics, 1958A dynamical equation, describing the response of the magnetization to an applied field, is proposed. The analysis is based on a spin-wave picture. The dynamical equation contains three parameters, defined in terms of particular magnon-magnon and magnon-phonon transition probabilities. A more detailed theory for one of these parameters is developed. The
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2016
The dynamic response characteristics of a one-mass-spring-damper system are outlined. The resonant vibration, damping, and natural periods of the dynamic system are explained. Multi-masses-springs-dampers systems for the dynamic response analysis of buildings and other structures, and three methods of solving the differential equations governing the ...
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The dynamic response characteristics of a one-mass-spring-damper system are outlined. The resonant vibration, damping, and natural periods of the dynamic system are explained. Multi-masses-springs-dampers systems for the dynamic response analysis of buildings and other structures, and three methods of solving the differential equations governing the ...
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1995
Abstract In this chapter we discuss the properties of liquid and solid helium observed in neutron scattering measurements and the functions used to describe these properties. The general theory of neutron scattering is set out by Marshall and Lovesey (1971) and Lovesey (1971), Lovesey (1984), Price and Sköld (1986), Egelstaff (1992 ...
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Abstract In this chapter we discuss the properties of liquid and solid helium observed in neutron scattering measurements and the functions used to describe these properties. The general theory of neutron scattering is set out by Marshall and Lovesey (1971) and Lovesey (1971), Lovesey (1984), Price and Sköld (1986), Egelstaff (1992 ...
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2019
This chapter introduces a dynamic process called the best response dynamics. This is an evolutionary process that does not require full rationality of the game players.
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This chapter introduces a dynamic process called the best response dynamics. This is an evolutionary process that does not require full rationality of the game players.
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Journal of Sound and Vibration, 1991
Abstract Dynamic substructure methods enable one to analyze a large-scale dynamic system by considering its constituents individually and the combined action afterwards. Steady state harmonic oscillation has been studied almost exclusively. The methods are extended to general non-steady state excitations.
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Abstract Dynamic substructure methods enable one to analyze a large-scale dynamic system by considering its constituents individually and the combined action afterwards. Steady state harmonic oscillation has been studied almost exclusively. The methods are extended to general non-steady state excitations.
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2014
In the previous chapters, the loads and load cases important for offshore energy structures are discussed. To assess the functionality and structural integrity of a design, it is needed to predict the motion and structural responses. A reliable and robust design should be based on accurate calculation of loads and responses.
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In the previous chapters, the loads and load cases important for offshore energy structures are discussed. To assess the functionality and structural integrity of a design, it is needed to predict the motion and structural responses. A reliable and robust design should be based on accurate calculation of loads and responses.
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1997
For the nonequilibrium response the second law takes the form of the internal dissipation inequality (9.2.4) and the combination of the frame indifference with the symmetry leads to explicit representations of the nonequilibrium response functions.
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For the nonequilibrium response the second law takes the form of the internal dissipation inequality (9.2.4) and the combination of the frame indifference with the symmetry leads to explicit representations of the nonequilibrium response functions.
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2008
Clay has a creep behavior; its deformation develops slowly with time under constant magnitude of stress. Therefore, the stress-strain curve of clay varies with the rate of loading. When loaded faster, clay reveals greater modulus and higher strength. These observation suggests that clay is a viscous material.
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Clay has a creep behavior; its deformation develops slowly with time under constant magnitude of stress. Therefore, the stress-strain curve of clay varies with the rate of loading. When loaded faster, clay reveals greater modulus and higher strength. These observation suggests that clay is a viscous material.
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