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A parametric study is performed, resulting in detailed stress distributions along the tower, stresses at critical points, exact dynamic response of the pier, etc., as affected by the involved stiffness and damping coefficients, loading characteristics, mass distributions, etc.
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Many concrete structures are exposed to high temperatures that produce material deterioration involving stiffness and strength loss.
With special emphasis on the morphing context, the current review aims to identify the main tendencies, undertaking a systematic classification of existing approaches involving stiffness variability.
The track stiffness involves the stiffness of fastenings and sub-rail foundation, as well as track integral stiffness.
Wood properties that are likely to be similarly involved are stiffness and dimensional stability.
This contribution can be calculated by a static analysis involving the stiffness and damping matrices of the system.
Solutions of the free motion equation lead to a nonlinear eigenvalue problem involving mass, stiffness and damping matrices.
The basic method proposed involves a stiffness reduction mechanism which operates in an on off fashion depending on the measured states of the system.
Solutions of the free motion equation leads to a nonlinear eigenvalue problem involving mass, stiffness and damping matrices, this latter as dependent on frequency.
The stiffness matrix is derived intuitively based upon an alternative approach considering actuations and constraints, and the compliances subject to both actuators and legs are involved in the stiffness model.
The diffusion can be fully uncoupled from the elastic deformations by neglecting the strain, but a less stringent condition can be obtained under uniaxial strain conditions, where the effect of the elastic deformations requires the modification of the rock stiffness involved in the diffusion equation.
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