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Firstly, the relative equations of motion are developed and linearized.
Equations of motion are developed using the appropriate boundary conditions and then solved exactly.
Equations of motion are developed in single-support and in double-support phases of locomotion.
The equations of motion are developed by means of Hamilton's Principle.
Considering rotary inertia effects, finite element equations of motion are developed using the Hamilton principle.
Equations of motion are developed by considering interactions between the fluid, artery wall and soft-tissue bed.
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The equation of motion is developed using Hamilton's principle.
Intensity scales date from the late 19th and early 20th centuries, before seismographs capable of accurate measurement of ground motion were developed.
Using the stick slip transition criteria, a stick slip diagram of elliptical motion is developed.
Consequently, a deployment strategy which exploits these mechanisms and uses the structure's nonlinear equations of motion is developed.
Firstly, the formula for calculating the global stochastic settling time of semi-Markovian switching nonlinear system with Brown motion is developed.
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