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It is common to apply damage-sensitive features from vibration responses of a structure to assess structural damage.
Impedance functions can be used to study the dynamic responses of a structure using the substructure method during the serviceability limit state design.
Intensity Measure (IM), characterizing the strength of an earthquake ground motion, is used to predict the seismic responses of a structure.
While SMPF structural applications in the case of static loadings have been studied, the application of SMPFs in mitigating vibration responses of a structure has not been fully addressed in the research arena.
Furthermore, a new modal combination rule (called FRS-CQC), which considers the correlation between modal responses of a structure and correlation between responses of equipment and its supporting structure, is derived based on random vibration theory.
As one of the SHM technologies, so-called system identification (SI) methods aim to estimate structural parameters by minimizing an error function consisting of measured and calculated responses of a structure under the same loading condition.
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Firstly, free vibration response of a structure is obtained from structural outputs under ambient excitation.
Understanding this interaction is critical for vibration serviceability as neglecting to account for its effects may result in an overestimation of the dynamic response of a structure, and as a result, a more costly structural design.
A common goal of dynamic structural analysis is to predict the response of a structure subjected to ground motions having a specified spectral acceleration at a given period.
Efficiency means the ability to accurately predict the response of a structure subjected to earthquakes (i.e., small dispersion of structural response subjected to earthquake ground motions for a given IM).
The dynamic response of a structure can consist of up to six degrees of freedom (DOF).
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