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Three parameters were evaluated: internal tibial rotation, rotational moment and rotational stiffness, respectively, during each of the three tasks performed (walking, running and pivoting).
Results are interpreted in terms of rotational stiffness, moment resistance, and rotation capacity.
This study examines deformation patterns and failure modes of the connections, their rotational stiffness, moment resistance and corresponding connection rotations.
The moment resistance and the rotational stiffness are two basic parameters in the moment-rotation relationships.
Thus the rotational stiffness of the joint is not infinite.
The joint prototypes featured large rotational stiffness without initial slip.
The relationship between the rotational stiffness and applied load is determined.
Using this method the effect of fillet welds on initial rotational stiffness of joints is analyzed.
The joint is considered through its rotational stiffness whose quantitative values are presented in the literature.
The rotational stiffness of the T-joint affects the transverse shear stiffness of the panels.
The most important parameter in optimization of these joints is their initial rotational stiffness.
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