## What is/are Rigid Circular?

Rigid Circular - Moreover, we demonstrate that the buckling behavior can be further controlled by the placement of the rigid circular inclusions in the rotation centers of order 6.^{[1]}Presently, no unified analytical solution exists for characterizing time-dependent displacements of flexible and rigid circular bearing plate tests.

^{[2]}Moreover, in order to speed up the switch between the collecting and driving actions, the aggregation level of the sheep flock will be measured in terms of an elastic circular sector centered at the destination, rather than a rigid circular surrounding the sheep flock.

^{[3]}A set of numerical results are presented to portray the effects of anisotropic and poroelastic properties, hydraulic boundary conditions, soil heterogeneity, and frequency of excitation on vertical dynamic response of rigid circular foundations.

^{[4]}A lumped parameter model for liquid sloshing in a rigid circular cylindrical tank with multiple rigid baffles under horizontal excitation is developed to represent continuous fluid.

^{[5]}A conical elastomeric actuation configuration has been proposed, consisting of a VHB4910 dielectric membrane preloaded with a spring mechanism and constrained to a rigid circular ring.

^{[6]}The effect of ambient turbulence intensity on the flow induced oscillations of rigid circular cylinders with symmetric and asymmetric local turbulence stimulation is studied.

^{[7]}The structures are made of a distribution of rigid circular cross-sectional cylinders embedded in air.

^{[8]}This article presents a model of the response of rigid circular plates supported by embedded elastic pile foundations under time-harmonic torsional excitation.

^{[9]}

## vortex induced vibration

The effect of structural nonlinearity on vortex-induced vibration of a rigid circular cylinder has been studied computationally for a fixed mass ratio of m ∗ = 2.^{[1]}

## Sufficiently Rigid Circular

Technological processes of layer-by-layer manufacturing of cylindrical products by the method of power winding of a thin tape on a sufficiently rigid circular base are considered.^{[1]}A mathematical model of quasi-statics of accreted deformable solids is proposed for the mechanical analysis of technological processes of slow multilayer power winding of a thin sheet onto the outer side surface of a sufficiently rigid circular mould made in advance.

^{[2]}

## rigid circular cylinder

The effect of structural nonlinearity on vortex-induced vibration of a rigid circular cylinder has been studied computationally for a fixed mass ratio of m ∗ = 2.^{[1]}The effect of ambient turbulence intensity on the flow induced oscillations of rigid circular cylinders with symmetric and asymmetric local turbulence stimulation is studied.

^{[2]}The flow over fixed, hollow, rigid circular cylinders with and without two series of equally spaced holes of equal diameter (0.

^{[3]}In this paper we investigate the effect of an inhomogeneous and unsteady velocity field incident on an array of rigid circular cylinders arranged within a circular perimeter (diameter ) of varying solid fraction , where the unsteady flow is generated by placing a cylinder (diameter ) upwind of the array.

^{[4]}A series of wind tunnel experiments were performed using rigid circular cylinder models.

^{[5]}A more complex violent flow with moving boundary, water entry of rigid circular cylinder, is also simulated.

^{[6]}The drag and lift components are calculated from laboratory measurements of the components of the hydrodynamic force in the streamwise and cross-stream directions combined with simultaneous measurements of the displacement of an elastically mounted rigid circular cylinder undergoing vortex-induced vibration.

^{[7]}VIV characteristics of a rigid circular cylinder in oscillatory flow have been studied detailedly by Williamson (1985) and Sarpkaya (1986).

^{[8]}The proposed method is based on the mechanics of the vortex-induced vibration of a rigid circular cylinder and a nonlinear filtering theory (unscented Kalman filter).

^{[9]}

## rigid circular plate

This article presents a model of the response of rigid circular plates supported by embedded elastic pile foundations under time-harmonic torsional excitation.^{[1]}The source of the loading is the rigid circular plate, which is joined with one of the cylinder ends and loaded by the time-dependent torque.

^{[2]}The raft is modeled as a rigid circular plate bonded to the surface of the soil, and the pile is an elastic body embedded in the soil.

^{[3]}Compared with the previous model and FEM simulation, for rigid circular plate, the modified model is less accurate than the previous model.

^{[4]}

## rigid circular foundation

A set of numerical results are presented to portray the effects of anisotropic and poroelastic properties, hydraulic boundary conditions, soil heterogeneity, and frequency of excitation on vertical dynamic response of rigid circular foundations.^{[1]}In this paper, a rigid circular foundation with diameter of 150 mm is subjected to two modes of vibration each mode applies with two frequencies.

^{[2]}This paper aims to simplify a new frequency-independent model to calculate vertical vibration of rigid circular foundation resting on homogenous half-space and subjected to vertical harmonic excitation is presented in this paper.

^{[3]}

## rigid circular cylindrical

A lumped parameter model for liquid sloshing in a rigid circular cylindrical tank with multiple rigid baffles under horizontal excitation is developed to represent continuous fluid.^{[1]}The lateral response of a single degree of freedom structural system containing a rigid circular cylindrical liquid tank under harmonic and earthquake excitations at a 1:2 autoparametric resonance case is considered.

^{[2]}A rigid circular cylindrical mass-damper-spring oscillator system is investigated in regular waves and uniform flow to determine the response characteristics in the frequency domain.

^{[3]}

## rigid circular disc

A new semi-analytical method is developed for solving the coupled horizontal and rocking vibrations of a rigid circular disc on the surface of a transversely isotropic multilayered half-space with imperfect interfaces.^{[1]}In this paper, we present a fundamental solution to the mixed boundary-value problem of vertical and torsional vibrations of a rigid circular disc embedded in a transversely isotropic multilayered half-space.

^{[2]}This paper presents a rigorous investigation for a two-layered linear elastic half-space containing a cylindrical elastic inhomogeneity with length equal to the thickness of the top layer undergoing forced torsional rotation applied on a rigid circular disc with the same radius as the cylinder, which is welded on the top of the cylinder.

^{[3]}

## rigid circular inclusion

Moreover, we demonstrate that the buckling behavior can be further controlled by the placement of the rigid circular inclusions in the rotation centers of order 6.^{[1]}The full formulation is detailed and the approach is successfully validate for a homogeneous poro-elastic material and a more complex periodic system containing periodic perfectly rigid circular inclusions.

^{[2]}