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Evidence of shoreline displacements is derived from the study of five boreholes (maximum depth of 5.25 m below the surface) drilled in the lowlands of Eretria.
A closed-form solution in terms of displacements is derived for the problem within the strain gradient elasticity theory on plane stress/strain assumptions.
These pressures are equivalent to those of a homogeneous plane layer the upper and lower surfaces of which are not constrained to have the same displacement, and the dynamic stiffness matrix of which relating interface stresses and displacements is derived here.
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Secondly, both of the inverse and forward displacements are derived by analytic formulae.
Closed-form expressions for the twin boundary velocity and overall macro displacements are derived.
Two differential equations of the displacements are derived for the case of an axially loaded adhesive single lap joint.
Based on this design, equations of converting strains to lateral displacements are derived by using both differential and integral methods.
In particular, the stresses at the prolongation of the crack and the relative crack face displacements are derived.
Two equations of motion coupled in axial and transverse displacements are derived by using Lagrange's equations.
The inertia terms of the track elastic displacements are derived using the TCS arc length to couple the system dynamics.
Displacements were derived from the difference in the mean coordinates of the 2-month periods at the start and the end of the assigned period.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com