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To reduce the calculation time of motion generation, we estimated the torso posture using SVR before calculating the joint angles.
This procedure includes calculating the joint coordinates and element constructions.
The experimental and analytical results were compared with ACI 349-06 code provisions for calculating the joint shear strength of reinforced concrete beam-to-column joints.
It is shown that in the case of wall pressures this involves calculating the joint probability of instantaneous wind direction and gust dynamic pressure.
The experimentally measured joint shear strength was compared with the ACI 349-06 codequationon for calculating the joint shear strength of comparable reinforced concrete beam-to-column joints.
The results are illustrated by calculating the joint probability of the flood peak and volume for four cases: i. considering all parameters as time dependent, i.e. the location, scale and shape parameter of the marginals and the copula parameter, ii.
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Then, we calculate the joint angles of both arms.
Finally, the dual-arm controller calculates the joint angles of both arms.
We use Algorithm 2 to calculate the joint angles of both legs.
and are used to calculate the joint utility measure at every step.
A procedure is developed that calculates the joint coordinates automatically for a given height of the crown.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com