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US6201543B1 Expired / Lapsed US ⏱️ 0.0 years remaining

Framework for segmentation of cylindrical structures using two dimensional hybrid models

Assignee: Siemens Medical Solutions USA Inc
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Filing: 1997-12-17
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Granted: 2001-03-13
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Expires: 2017-12-17
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Abstract

Abstract A method of modeling a structure comprises the steps of initializing a parametric component of a hybrid model from a volumetric image, the volumetric image comprising image planes, creating starting points for two dimensional segmentations at intersections between the parametric component and the image planes, segmenting a boundary of the structure by applying active contours, sampling the active contours to create a dataset and parametrically and locally fitting the hybrid model to the dataset to represent the structure.

Inventors

  • 👤 Thomas O'Donnell
  • 👤 Marie Pierre Jolly
  • 👤 Alok Gupta

Bibliographic Details

Application Number —
Jurisdiction US
Data Source google_patents
Last Synchronized 2026-11-09 18:31
CPC Classifications
G; G06; G06T; G06T17/00; G06T17/20; G06T7/00; G06T7/0002; G06T7/0012; G06T7/10; G06T7/12; G06T7/149; G06V; G06V10/00; G06V10/70; G06V10/74; G06V10/75; G06V10/755; G06T2207/00; G06T2207/10; G06T2207/10072; G06T2207/10081; G06T2207/30; G06T2207/30004; G06T2207/30101

Claims Analysis

Total Claims: 29
Claim 1
Independent Claim 176 words
A method of modeling a structure comprising the steps of: initializing a parametric component of a hybrid model from a vohumetric image, the volumetric image comprising image planes; creating starting points for two dimensional segmentations at intersections between the parametric component and the image planes; segmenting a boundary of the structure by applying active contours; sampling the active contours to create a dataset; parametrically and locally fitting the hybrid model to the dataset to represent the structure; reducing a number of iterations to fit the hybrid model by introducing a finite element shape function for distributing forces to draw the hybrid model to data of the dataset wherein the forces include data forces and smoothing forces; introducing a scale factor to weight data locations from the dataset to provide a scaled force vector for more rapidly fitting the hybrid model to the dataset; and combining the data forces and the smoothing forces by introducing a trade-off parameter for balancing data forces against smoothing forces and thereby providing increased stability to the fitting of the hybrid model.
Claim 2
Independent Claim 176 words
A method of modeling a structure comprising the steps of: initializing a parametric component of a hybrid model from a vohumetric image, the volumetric image comprising image planes; creating starting points for two dimensional segmentations at intersections between the parametric component and the image planes; segmenting a boundary of the structure by applying active contours; sampling the active contours to create a dataset; parametrically and locally fitting the hybrid model to the dataset to represent the structure; reducing a number of iterations to fit the hybrid model by introducing a finite element shape function for distributing forces to draw the hybrid model to data of the dataset wherein the forces include data forces and smoothing forces; introducing a scale factor to weight data locations from the dataset to provide a scaled force vector for more rapidly fitting the hybrid model to the dataset; and combining the data forces and the smoothing forces by introducing a trade-off parameter for balancing data forces against smoothing forces and thereby providing increased stability to the fitting of the hybrid model.
Claim 3
Dependent Claim 69 words
The method of modeling a structure as recited in claim 1 wherein the shape function is represented by a formula: N 1 ( s )=1+(2 s −1)(1 −s ) N 2 ( s )=1−(2 s −1) s where N 1 (s) is the shape function evaluated at a first node at point s and N 2 (s) is the shape function evaluated at a second node at point s.
Claim 4
Dependent Claim 76 words
The method of modeling a structure as recited in claim 1 wherein the shape function is represented by a formula: N 1 ( s )=(1 −s /max( s , (1 −s )) N 2 ( s )= s /max( s , (1 −s )) where N 1 (s) is the shape function evaluated at a first node at point s and N 2 (s) is the shape function evaluated at a second node at point s.
Claim 5
Dependent Claim 89 words
The method of modeling a structure as recited in claim 1 wherein the scale factor is represented by a formula: K data = max i  ∑ j = i M  N i  ( s  ( j ) ) where i is a set of all nodes and M is a number of datapoints associated with a node i,j which has a closest point to an element s(j) in element coordinates and N i is a shape function for node i with respect to element s(j).
Claim 6
Dependent Claim 17 words
The method of modeling a structure as recited in claim 1 wherein the dataset represents three dimensions.
Claim 7
Independent Claim 246 words
A method of modeling branching cylindrical structures comprising the steps of: initializing a parametric component of a three dimensional hybrid model from a volumetric image of the branching structure; the volumetric image comprising image planes; creating starting points for two dimensional segmentations at intersections between the branching structure and the image planes; segmenting the branching structure by applying two dimensional active contours to the image planes to more accurately depict features of the branching structure; sampling the active contours to create a dataset; parametrically and locally fitting the hybrid model to the dataset to represent the branching structure by applying forces to draw the hybrid model onto the data of the dataset; reducing a number of iterations to fit the hybrid model by introducing a finite element shape function for distributing forces to draw the hybrid to data of the dataset; introducing a scale factor to weight data locations from the dataset to provide a scaled force vector for more rapidly fitting the hybrid model to the dataset, wherein the scale factor is represented by the formula: K data = max i  ∑ j = i M  N i  ( s  ( j ) ) where i is a set of all nodes and M is a number of datapoints associated with a node i,j which has a closest point to an element s(j) in element coordinates and N i is a shape function for node i with respect to element s(j).
Claim 8
Independent Claim 246 words
A method of modeling branching cylindrical structures comprising the steps of: initializing a parametric component of a three dimensional hybrid model from a volumetric image of the branching structure; the volumetric image comprising image planes; creating starting points for two dimensional segmentations at intersections between the branching structure and the image planes; segmenting the branching structure by applying two dimensional active contours to the image planes to more accurately depict features of the branching structure; sampling the active contours to create a dataset; parametrically and locally fitting the hybrid model to the dataset to represent the branching structure by applying forces to draw the hybrid model onto the data of the dataset; reducing a number of iterations to fit the hybrid model by introducing a finite element shape function for distributing forces to draw the hybrid to data of the dataset; introducing a scale factor to weight data locations from the dataset to provide a scaled force vector for more rapidly fitting the hybrid model to the dataset, wherein the scale factor is represented by the formula: K data = max i  ∑ j = i M  N i  ( s  ( j ) ) where i is a set of all nodes and M is a number of datapoints associated with a node i,j which has a closest point to an element s(j) in element coordinates and N i is a shape function for node i with respect to element s(j).
Claim 9
Dependent Claim 18 words
The method of modeling branching cylindrical structures as recited in claim 6 wherein the dataset represents three dimensions.
Claim 10
Dependent Claim 70 words
The method of modeling branching cylindrical structures as recited in claim 11 wherein the shape function is represented by the formula: N 1 ( s )=1+(2 s −1)(1 −s ) N 2 ( s )=1−(2 s −1) s where N 1 (s) is the shape function evaluated at a first node at point s and N 2 (s) is the shape function evaluated at a second node at point s.
Claim 11
Dependent Claim 77 words
The method of modeling branching cylindrical structures as recited in claim 11 wherein the shape function is represented by the formula: N 1 ( s )=(1 −s /max( s , (1 −s )) N 2 ( s )= s /max( s , (1 −s )) where N 1 (s) is the shape function evaluated at a first node at point s and N 2 (s) is the shape function evaluated at a second node at point s.
Claim 12
Dependent Claim 21 words
The method of modeling branching cylindrical structures as recited in claim 6 wherein the forces include data forces and smoothing forces.
Claim 13
Dependent Claim 49 words
The method of modeling a structure as recited in claim 10 further comprising the step of combining the data forces and the smoothing forces by introducing a trade-off parameter τ for balancing data forces against smoothing forces and thereby providing increased stability to the fitting of the hybrid model.
Claim 14
Independent Claim 165 words
A method of modeling a structure, comprising the steps of: initializing a parametric component of a hybrid model from a volumetric image, the volumetric image comprising image planes; creating starting points for two dimensional segmentations at intersections between the parametric component and the image planes; segmenting a boundary of the structure by applying active contours; sampling the active contours to create a dataset; parametrically and locally fitting the hybrid model to the dataset to represent the structure; reducing a number of iterations to fit the hybrid model by introducing a finite element shape function for distributing forces to draw the hybrid model to data of the dataset, wherein the shape function is represented by a formula: N 1 ( s )=1+(2 s −1)(1 −s ) N 2 ( s )=1−(2 s −1) s where N 1 (s) is the shape function evaluated at a first node at point s and N 2 (s) is the shape function evaluated at a second node at point s.
Claim 15
Independent Claim 165 words
A method of modeling a structure, comprising the steps of: initializing a parametric component of a hybrid model from a volumetric image, the volumetric image comprising image planes; creating starting points for two dimensional segmentations at intersections between the parametric component and the image planes; segmenting a boundary of the structure by applying active contours; sampling the active contours to create a dataset; parametrically and locally fitting the hybrid model to the dataset to represent the structure; reducing a number of iterations to fit the hybrid model by introducing a finite element shape function for distributing forces to draw the hybrid model to data of the dataset, wherein the shape function is represented by a formula: N 1 ( s )=1+(2 s −1)(1 −s ) N 2 ( s )=1−(2 s −1) s where N 1 (s) is the shape function evaluated at a first node at point s and N 2 (s) is the shape function evaluated at a second node at point s.
Claim 16
Dependent Claim 39 words
The method of modeling a structure as recited in claim 12 wherein the step of parametrically and locally fitting the hybrid model includes the step of applying forces to draw the hybrid model onto the data of the dataset.
Claim 17
Dependent Claim 20 words
The method of modeling a structure as recited in claim 13 wherein the forces include data forces and smoothing forces.
Claim 18
Dependent Claim 49 words
The method of modeling a structure as recited in claim 14 , further comprising the step of combining the data forces and the smoothing forces by introducing a trade-off parameter for balancing data forces against smoothing forces and thereby providing increased stability to the fitting of the hybrid model.
Claim 19
Dependent Claim 44 words
The method of modeling a structure as recited in claim 12 , further comprising the step of introducing a scale factor to weight data locations from the dataset to provide a scaled force vector for more rapidly fitting the hybrid model to the dataset.
Claim 20
Dependent Claim 89 words
The method of modeling a structure as recited in claim 16 wherein the scale factor is represented by a formula: K data = max i  ∑ j = i M  N i  ( s  ( j ) ) where i is a set of all nodes and M is a number of datapoints associated with a node i,j which has a closest point to an element s(j) in element coordinates and N i is a shape function for node i with respect to element s(j).
Claim 21
Dependent Claim 17 words
The method of modeling a structure as recited in claim 12 wherein the dataset represents three dimensions.
Claim 22
Independent Claim 172 words
A method of modeling a structure comprising the steps of: initializing a parametric component of a hybrid model from a volumetric image, the volumetric image comprising image planes; creating starting points for two dimensional segmentations at intersections between the parametric component and the image planes; segmenting a boundary of the structure by applying active contours; sampling the active contours to create a dataset; parametrically and locally fitting the hybrid model to the dataset to represent the structure; reducing a number of iterations to fit the hybrid model by introducing a finite element shape function for distributing forces to draw the hybrid model to data of the dataset, wherein the shape function is represented by a formula: N 1 ( s )=(1 −s /max( s , (1 −s )) N 2 ( s )= s /max( s , (1 −s )) where N 1 (s) is the shape function evaluated at a first node at point s and N 2 (s) is the shape function evaluated at a second node at point s.
Claim 23
Independent Claim 172 words
A method of modeling a structure comprising the steps of: initializing a parametric component of a hybrid model from a volumetric image, the volumetric image comprising image planes; creating starting points for two dimensional segmentations at intersections between the parametric component and the image planes; segmenting a boundary of the structure by applying active contours; sampling the active contours to create a dataset; parametrically and locally fitting the hybrid model to the dataset to represent the structure; reducing a number of iterations to fit the hybrid model by introducing a finite element shape function for distributing forces to draw the hybrid model to data of the dataset, wherein the shape function is represented by a formula: N 1 ( s )=(1 −s /max( s , (1 −s )) N 2 ( s )= s /max( s , (1 −s )) where N 1 (s) is the shape function evaluated at a first node at point s and N 2 (s) is the shape function evaluated at a second node at point s.
Claim 24
Dependent Claim 39 words
The method of modeling a structure as recited in claim 19 wherein the step of parametrically and locally fitting the hybrid model includes the step of applying forces to draw the hybrid model onto the data of the dataset.
Claim 25
Dependent Claim 20 words
The method of modeling a structure as recited in claim 20 wherein the forces include data forces and smoothing forces.
Claim 26
Dependent Claim 49 words
The method of modeling a structure as recited in claim 21 , further comprising the step of combining the data forces and the smoothing forces by introducing a trade-off parameter for balancing data forces against smoothing forces and thereby providing increased stability to the fitting of the hybrid model.
Claim 27
Dependent Claim 44 words
The method of modeling a structure as recited in claim 19 , further comprising the step of introducing a scale factor to weight data locations from the dataset to provide a scaled force vector for more rapidly fitting the hybrid model to the dataset.
Claim 28
Dependent Claim 89 words
The method of modeling a structure as recited in claim 23 wherein the scale factor is represented by a formula: K data = max i  ∑ j = i M  N i  ( s  ( j ) ) where i is a set of all nodes and M is a number of datapoints associated with a node i,j which has a closest point to an element s(j) in element coordinates and N i is a shape function for node i with respect to element s(j).
Claim 29
Dependent Claim 17 words
The method of modeling a structure as recited in claim 19 wherein the dataset represents three dimensions.

References Cited (Backward Citations)

US5416894A Cited
US5435310A Cited
US5570430A Cited
US5782762A Cited
US5920319A Cited
US5795296A Cited
US5923770A Cited

USPTO Annuity & Maintenance Windows

Annuity Stage Window Opens Payment Deadline Surcharge Period Until Estimated Fee Status
3.5 Years (Year 4) 2004-03-12 2004-09-11 2005-03-13 $2000.00 Window Closed / Lapsed
7.5 Years (Year 8) 2008-03-12 2008-09-11 2009-03-13 $3760.00 Window Closed / Lapsed
11.5 Years (Year 12) 2012-03-12 2012-09-11 2013-03-13 $7700.00 Window Closed / Lapsed

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