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Five baseline structures considering different roof shapes, geographic locations, nail types, and enclosure conditions were investigated using simulation and system reliability concepts.
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Special attention is given to the case where baseline structure has some unidentified structural parameters to enlighten the advantage of this proposed method.
The maximum reduction of jerk is about 9% compared to the baseline structure without foam reinforcement.
In addition, composite structures with a general quasi-isotropic configuration were made as a baseline structure.
The threshold values, which distinguish damage from measurement noise, are established through Monte Carlo simulation on the baseline structure.
In perturbation methods, the perturbed system is expressed as a combination of the baseline structure and the related perturbations.
Test performance data from 6 years (2006 2011) were used to conduct EFA to establish a baseline structure.
Significant improvement in the mechanical performance of the bio-inspired structure was observed over the baseline structure.
As a result, efficiencies around 27% were obtained through optimization while that of baseline structure was 25%.
FRF matrix of baseline structure and those of modification structures are coupled at the connection points under the condition of force equilibrium and geometric compatibility constraints.
EFA was performed on 6 years of data (2006 2011) to establish a baseline structure, which was then further tested using CFA on data from all the years.
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CEO of Professional Science Editing for Scientists @ prosciediting.com