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The fundamental frequencies, damping ratios and seismic response of the models were monitored.
However, these models were monitored by PZT transducer attached to the metallic plate (c.f., Figure 2).
As commented earlier, these two first models were monitored by accelerometers in order to identify the damage influence on the dynamic behavior of the joint.
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Failure in the FE models is monitored using the Tsai Wu anisotropic failure criterion calibrated from the uniaxial tests of the layers.
The physical models are monitored, recording the time-histories of accelerations and displacements in the soil deposit and on the foundation.
The performance of the DE-ELM yarn strength prediction models was monitored as the number of generations were varied from 1 to 10 in steps of 1.
Convergence of the models was monitored by visual examination of MCMC chains, autocorrelation plots and Gelman Rubin statistic plots.
On the other hand, the tumor size of the mice in orthotopic models was monitored and imaged using an R4 microPET scanner (Concordes Microsystems Inc., Knoxville, Tenn., USA).
Lateral dynamic earth pressures and wall displacements at different elevations of the retaining wall model were monitored during the tests.
In contrast to performance monitoring based approaches, the validity of the underlying model is monitored by proposing two indexes that compare model predictions with measured past output.
Performance of the prototype model is monitored and Fuzzy failure mode and effect analysis (FMEA) is then used to rank the potential failures.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com