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Bifurcation parameters are identified and numerical techniques are used to complement the study and validate experimental data.
The FE model is calibrated by reducing the difference between the identified and numerical natural frequencies and mode shapes of the bridge.
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Appropriate dimensionless groups are identified and the numerical results are presented in dimensionless charts for general engineering design.
Different infiltration modes were identified and confirmed by numerical simulation.
Optimal controllers are identified and validated through numerical simulation and full-scale experimental shake table tests for a variety of seismic excitations.
The numerical parameters were identified and optimized, and the numerical predictions were validated with experimental results from 3-point bending tests.
The parameters of this diffusion process such as diffusion and Fick's coefficients are subsequently identified and modeled by both numerical and experimental approaches.
Three different plugging regimes were identified and were verified with the numerical model.
Three important aspects are identified and investigated by performing parametric numerical studies on a large number of beams and columns of various cross-sections.
Future challenges regarding the improvement of computational wind engineering methodologies are discussed and the importance of identifying resolution and numerical errors is emphasized.
The aim of our study was to examine the gross genomic changes present in order to identify structural and numerical alterations that may warrant further investigation using higher resolution molecular techniques.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com