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The structure responses are computed using dynamic finite element analysis.
Fig. 5 CNT-planar silicon structure responses to 1000 ppm NO2 exposure.
Various approaches have been reported to identify the critical loads associated with the worst structure responses.
This load is very similar to real-world wind loads, which consequently results in structure responses close to the reality.
In addition to changes in density and mechanical properties, pore structure responses were analyzed using mercury intrusion porosimetry (MIP).
Based on the structure responses determined by finite element method, an explicit state space model of the equivalent linear system is developed by employing OKID approach.
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Open image in new window Figure 4 General structure response.
To couple the structure response to granular flow behaviour a contact model is used.
The structure response is studied for both damped as well as undamped conditions.
The aim of this study is an alternative approach to structure response or modal analysis.
The structure response probability density function is almost Gaussian, while the liquid elevation deviates from normality.
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