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In this paper, we first theoretically analyze the problem using the simplified models with 1 and 2 degrees of freedoms (1-/2-dof).
This section attempts to reveal which parameter's heterogeneity is the most crucial for reproducing the observed ground motion, using the simplified Models S1 S3.
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The results obtained using the simplified model have been verified by the other modelling type – that is the full 3D CFD, in which the whole working space including the heat exchangers and the regenerator has been modelled.
We wish to control the joint angle using the simplified model presented above.
However, the values of H that result from using the simplified model are practically unaffected by attenuation (Supplementary Fig. 1b) and are closer to the bathtub model values.
The bridge profiles predicted using the simplified model and the numerical simulation are compared.
The simulated residual nitrate concentrations using the simplified model were in good agreement with the experimental data; the simulated results using the simplified model were also close to those using the kinetic model.
The results from the extended model and the simplified model are in most cases in a good agreement; however the limitations of using the simplified model are discussed.
Numerical investigations are also carried out to study the influence of angle on angle elements with three and four panels by using the simplified model.
The influence on delamination of thrust force, clamping area at the bottom surface of the laminate and the stacking sequence is studied using the simplified model.
In addition, analytical correlation studies for the inelastic earthquake response of reinforced concrete bridge structures are also carried out using the simplified modeling approaches.
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