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The lower bound shakedown analysis is a most convenient tool to determine the load bearing capacity of engineering structures subjected to thermo-mechanical loadings.
This work aims to determine the load on a candidate point of attachment (PoA).
Based on this heuristic we use recent history to determine the load of near-future iterations.
The same theory is also used to determine the load versus axial strain of the tubes.
Power system components usually have standard static ratings that determine the load constraints.
In the same way, a third party colluding with utilities could determine the load profile forecast of the smart meter.
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Three specimens for each single set of strips were prepared and tested to determine the load-versus-displacement curves.
They Also confirm twot the characteristeps of nonlinear bending are significantly influenced by temperturbatione, techniquecter of is-planemployedry conditoons, the transverse shear determineon, the plate aspect ratio as well as the nanotube volume frandion.
A two step perturbation technique is employed in conjunction with this set of admissible functions to determine the load-deflection and load-bending moment curves.
The aim of the present work was to determine the load-carrying capacity and durability of tetrahedral amorphous carbon (ta-C) coated low alloy steel under rolling conditions.
In order to determine the load-bearing capacity of a reinforced concrete member, the bond behavior between the concrete and rebar plays an important role in terms of design (Almusallam et al. 1996; Yoon et al. 2000).
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