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Previous research has suggested that the viscous component of stiffness is more difficult to judge.
Under slow sine sweep excitation, the frequency response function for the structures was observed to show features similar to a system with a cubic component of stiffness, and the modal properties of the structures were extracted using the equation of motion of such a system.
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The components of stiffness and mass matrices were calculated using numerical integration of Gauss-Legendre.
This equation consists of two sets of equations corresponding to the two buildings, while these two sets of equations are coupled by the off-diagonal SSSI components of stiffness and damping matrices.
Each node has six degrees of freedom and the components of stiffness at each node are initially set to sufficiently large values to provide rigid response in the pre-collapse stage.
The heat capacity c, coefficients of thermal expansion α ij, components of stiffness tensor C ijkl are assumed to be constant, otherwise the above material equations are not valid, for a thermodynamical derivation of all aforementioned constitutive equations, see (Abali 2016, Sect. 3.3).
No significant difference was found in the Kxx-component of stiffness, however a significant difference was found in the Kyy-component of endpoint stiffness between the vision and no vision conditions.
Because most studies examining the control of limb stiffness have constrained limb posture, it is unclear if posture selection is a critical component of endpoint stiffness regulation during more natural tasks in which the kinematic redundancies of the arm can be exploited to change posture without altering endpoint location.
The resulting coefficient matrices are time-dependent, and skew-symmetric acceleration terms are present both as Coriolis acceleration and as a component of net stiffness.
The purpose of this study was to determine if posture selection is a critical component of endpoint stiffness regulation during unconstrained tasks.
The majority of them act predominantly on the dynamic component of arterial stiffness and to a lesser extent on the structural component in arterial wall remodeling, whereas only AGE cross-link breakers act directly on the structural component.
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