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In addition, an analytical model representing the entire stress strain relationship of AMFRC in compression was proposed and validated with test results for each concrete mix.
Therefore, in this paper, an analytical model representing uniaxial strain GNR carrier statistic is derived based on the energy band structure established by Mei et al. [15].
Based on the energy band structure, the analytical model representing the DOS of strained AGNR is derived as in Equation 7. It is necessary to understand the DOS of strain AGNR as it will give insight on the amount of carriers that can be occupied in a state.
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The analytical model represents aerogel composites with a unit cell consisting of a cylindrical fiber surrounded by a packed bed of aerogel particles.
The comparisons with the numerical model results show that the analytical model represents well the behavior of T-stubs considering the bending moments in the bolts.
Posterior to the acquisition of these experimental data, studies upon developing analytical models representing the actual experimental behavior of one of the shear panels have been conducted, thus providing possibilities for 3-D seismic performance assessment of a representative one-story cold-formed steel structure for the final part of this paper.
In this paper, a simple computational procedure based on classical plate theory and an analytical spring mass model representing the contact behavior between the impactor and the plate are adopted to study the low velocity impact phenomenon of functionally graded plate included the temperature dependent properties of the plate.
Finally, a new, semi-empirical analytical model for representing horizontal forces in design calculations was developed.
A novel hybrid analytical model to represent this situation was developed in the present study.
Finally, we propose an analytical model that represents raptor codes and repetition codes average end-to-end delay and packet reception rate performance.
A new analytical model that represents the behavior of reinforced ground near a circular underground opening in a homogeneous, uniform stress field has been developed by considering the interaction behaviors between the grouted rock bolt and ground.
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