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By reducing and summarizing the number of non-zero elements of the loading vector, the loadings are simpler to interpret.
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It is, in particular, used for elements of the load-carrying systems.
Elements of the estimated loading vector γ ^ were equal to 40.34 for NUC, 38.57 for FI, 30.41 for PE, and 30.70 for GE, which means that the latent common factor explained most of the of VA in NUC and FI (Table 3).
The main structural elements of the blade (load bearing components and aerodynamic shell) are considered in terms of material and design requirements, and fundamental research questions are addressed.
In contrast to the Lower Solling Formation, the fluvial architectural elements of the mixed load systems of the Upper Solling Formation contain only one quartz cementation phase with a total volume up to 8%.
The purpose of this survey is to determine the elements of the cooling load, and ways of reducing each item to a minimum, consistent with the cost of doing.
Good agreement is found between the measured, analytical and finite element predictions of the load versus deflection response of the simply supported and clamped beams.
Analytical and numerical methods were incorporated to analyze the most conceivable loading situations of crucial structural elements of the reconstructed horse, load balancing, and transport kinematics and dynamics.
It should extend to all elements of the system from load units and types of cargo, to actors, interchange terminals, transport services, schedules, messages and documents.
The coupled disturbance observer is designed to estimate both the independent element and the coupled element of the external loads on each electro-hydraulic actuator.
The latter is found to be in good qualitative and quantitative agreement with the finite element results for most of the loading types, hardening parameters and porosities considered in this study, but is less accurate for very small porosities.
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