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The natural frequency, acceleration amplification factor, storey drift, and distribution of horizontal seismic actions for the model structure were investigated.
The mechanical properties of viscoelastic dampers and the dynamic characteristics of the model structure were obtained from experiments using harmonic excitation, and the results were used in the design process.
All inputs and the model structure were checked by clinical advisers.
The sensitivity of our results to changes in the model structure were also investigated.
The main results were: (i) uncertainties in several input variables as well as in the model structure were noted to have large effects on the model results.
Specifically, the concentration and flux vectors in the model structure were populated step-by-step with the appropriate features and components, as illustrated in Figure 2.
Similar(50)
The model structure is defined.
A 1 8 scaled model structure was tested.
Once predictors are known, a model structure is selected.
The developed 3-D model structure was verified with veriry3D.
The model structure is shown in Fig. 2.
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