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The model simulations were run by the Numerical Modelling and Climate Dynamics Division of the Hungarian Meteorological Service.
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This can be obtained by combining the numerical modelling with the multivariable optimisation of such an object.
However, the predicted residual deflection by the numerical model is higher than the experimental result.
Furthermore in most of the infill walls the damage estimated by the numerical model was accurate.
The subsurface structure predicted by the numerical modeling should be verified by means of a seismic reflection survey.
However, the web resistance alone cannot be directly obtained by the numerical model.
The crack propagation paths predicted by the numerical models agree well with the experimental results.
The predicted results by the numerical model agreed well with the experimental results.
Power coefficients predicted by the numerical models are compared for different turbine geometries.
Further, for glulam columns with crack pattern IC, the influence of different crack lengths was investigated by the numerical model.
The features described above were well simulated by the numerical model.
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