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In-plane deformation is included in the formulation.
Rotary inertia is included in the formulation and its influence on natural frequencies is studied.
The interaction between the plate and foundation is included in the formulation with a two-parameter Pasternak model.
The effect of large deflection is included in the formulation through the von Karman nonlinear strain displacement relations.
Note that the case of a link being not active on a resource is included in the formulation as a special case.
As shown in this paper, the physical significance of thecoefficient of restitution, which is included in the formulation to account for energy losses, can be misinterpreted.
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The experimental evidences as well as lattice dynamic analysis suggest that, although higher order continuum theories result in some improvements, but cannot fully overcome the above-mentioned dilemmas, unless the micro inertia term is included in the formulations.
Longitudinal displacement and inertia are included in the formulation.
First-order shear deformation and rotary inertia were included in the formulation.
Load shedding and penalizations are included in the formulation to guarantee feasibility.
In addition, the flexural rigidity and sag extensibility of the cable are included in the formulation.
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