SU-E-J-95: Towards Optimum Boundary Conditions for Biomechanical Model Based Deformable Registration Using Intensity Based Image Matching for Prostate Correlative Pathology

2012 ◽  
Vol 39 (6Part7) ◽  
pp. 3674-3674 ◽  
Author(s):  
N Samavati ◽  
D.M. McGrath ◽  
J Lee ◽  
T van der Kwast ◽  
M Jewett ◽  
...  
2008 ◽  
Vol 35 (6Part7) ◽  
pp. 2702-2702
Author(s):  
K Brock ◽  
J Moseley ◽  
J Stewart ◽  
K Lim ◽  
J Xie ◽  
...  

2011 ◽  
Vol 2 (2) ◽  
pp. 10 ◽  
Author(s):  
KristyK Brock ◽  
Navid Samavati ◽  
Jenny Lee ◽  
Michael Jewett ◽  
DeirdreM McGrath ◽  
...  

2011 ◽  
Vol 34 (1) ◽  
pp. 71-75 ◽  
Author(s):  
Kam-Ming Mok ◽  
Daniel Tik-Pui Fong ◽  
Tron Krosshaug ◽  
Aaron See-Long Hung ◽  
Patrick Shu-Hang Yung ◽  
...  

2020 ◽  
pp. 108128652094777
Author(s):  
Giulio Maria Tonzani ◽  
Isaac Elishakoff

This paper analyzes the free vibration frequencies of a beam on a Winkler–Pasternak foundation via the original Timoshenko–Ehrenfest theory, a truncated version of the Timoshenko–Ehrenfest equation, and a new model based on slope inertia. We give a detailed comparison between the three models in the context of six different sets of boundary conditions. In particular, we analyze the most common combinations of boundary conditions deriving from three typical end constraints, namely the simply supported end, clamped end, and free end. An interesting intermingling phenomenon is presented for a simply-supported (S-S) beam together with proof of the ‘non-existence’ of zero frequencies for free-free (F-F) and simply supported-free (S-F) beams on a Winkler–Pasternak foundation.


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