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We also argue that Linda features some advantages with respect to similar proposals in the context of dynamic compatibility checking.
Viscoporoelastic behavior associated with local fluid flow is characterized by the notion of the dynamic compatibility condition on the interface between the solid and the fluid.
The complex properties can be obtained through determining the quasi-static poroelastic parameters, the properties of individual constituents, and the relaxation time of the dynamic compatibility condition on the interface.
Although neonates use mostly fixations and saccades, this problem of dynamic compatibility between the target and the neonate's occulomotor system may also have played a role in this experiment.
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Datasheets contain a formal set of input output transfer functions, dynamic behaviors, compatibility, requirements and other details about a particular part or device (Arkin, 2008; Canton, et al., 2008).
The fundamental relations, the dynamic stability and compatibility equations of functionally graded truncated conical shells are obtained first.
At first, the basic relations, the dynamic stability and compatibility equations of FGM truncated conical shells are obtained.
The modified Donnell type dynamic stability and compatibility equations have been obtained for laminated orthotropic truncated conical shells resting on elastic foundations.
The fundamental relations and modified Donnell type nonlinear dynamic stability and compatibility equations of the FG truncated conical shell are derived and solved by using the Superposition principle, Galerkin and Runge Kutta methods.
The dynamic stability and compatibility equations of FG orthotropic cylindrical shells surrounded by an elastic foundation are derived within the first order shear deformation theory (FSDT) and von Kármán strain displacement relationships, and then superposition and Galerkin methods are adopted to convert the above equations into a nonlinear ordinary differential equation.
Increase in static and dynamic load-capacity, compatibility of repair materials with historic masonry material, reversibility of reinforcement interventions, limited increase in mass, preservation of the fair-faced aspect of the masonry are examples of common issues showing the complexity of the design problem.
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