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The modal characteristics are then used to update the finite element model.
Temperature effects on its modal characteristics are investigated by experiments and simulations.
In numerical approaches, in which damping is assumed to be proportional, the modal characteristics are identified as follows: K - ω i 2 M φ i = 0 (2).
The effects of individual artificial springs and the in-plane motion of the floor on the modal characteristics are discussed.
Identified modal characteristics are often used as a basis for the calibration and validation of dynamic structural models, for structural control, for structural health monitoring, etc.
In many practical design situations, however, some modal characteristics are usually specified as design requirements and the geometric shape that satisfies the requirements needs to be found.
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Finally, the accuracy of both algorithms in identification of modal characteristics is extensively investigated.
The oscillator is forced by a harmonic base excitation and the role of damping on the modification of the nonlinear modal characteristics is investigated.
In this paper, a newly derived algorithm to predict locations and severities of damage in structures using changes in modal characteristics is presented.
In this article, a method for estimating the (co variance of modal characteristics that are identified with the stochastic subspace identification method is validated for two civil engineering structures.
In both cases near-ideal response characteristics are obtained, when including the quasi-static correction of the modal properties.
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