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All analytical results quantifying these predictions have been verified through extensive computer simulations.
The developed plastic design methods for fully and partially anchored sheathed timber frame shear walls have been verified through extensive analytical and experimental studies.
The quality of atomic mobilities obtained in the present work has been verified through extensive comparisons between the calculated and measured tracer diffusion coefficients, interdiffusion coefficients, concentration profiles and diffusion paths in ternary Cu Fe Ni alloys.
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The effectiveness of our approach is verified through extensive simulations.
The effectiveness of the proposed controls is verified through extensive simulations.
The successful performance of the synthesized controllers was verified through extensive experiments.
The effectiveness of the proposed schemes is verified through extensive experiments.
The approach was verified through extensive experiments in an experimental archetype house.
The applicability and validity of the proposed methodology for limit and nonlinear structural analysis is verified through extensive numerical investigations.
The approach is verified through extensive numerical testing on two realistic case studies from different industries, and some managerial insights are drawn.
Theoretical models are developed to characterize elastic modulus and buckling behavior of FSS structures under a compressive loading, and are verified through extensive finite element analysis (FEA).
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