ASME Digital Collection

Fig. 9

Reference (solid line) versus tracked stiffness (shaded regions). The estimated transverse moment was computed as τ̂IP=τ̂CMG cos(γ).

Reference (solid line) versus tracked stiffness (shaded regions). The estimated transverse moment was computed as ${\hat{τ}}_{IP} = {\hat{τ}}_{CMG} cos (γ)$ ⁠.

This Feature Is Available To Subscribers Only

Sign In or Create an Account

This site uses cookies. By continuing to use our website, you are agreeing to our privacy policy.

Accept