| Literature DB >> 25223399 |
Shoaleh Shahidi, Ehsan Bahrampour1, Elham Soltanimehr, Ali Zamani, Morteza Oshagh, Marzieh Moattari, Alireza Mehdizadeh.
Abstract
BACKGROUND: Two-dimensional projection radiographs have been traditionally considered the modality of choice for cephalometric analysis. To overcome the shortcomings of two-dimensional images, three-dimensional computed tomography (CT) has been used to evaluate craniofacial structures. However, manual landmark detection depends on medical expertise, and the process is time-consuming. The present study was designed to produce software capable of automated localization of craniofacial landmarks on cone beam (CB) CT images based on image registration and to evaluate its accuracy.Entities:
Mesh:
Year: 2014 PMID: 25223399 PMCID: PMC4171715 DOI: 10.1186/1471-2342-14-32
Source DB: PubMed Journal: BMC Med Imaging ISSN: 1471-2342 Impact factor: 1.930
Figure 1Landmark localization window displaying coronal, sagittal, and axial MPR views beside the 3D surface rendered skeletal volume.
Figure 2Schematic image showing centroid and principal axes.
Figure 3Schematic image showing scaling function and image registration, A is the reference image and B is the test image.
Figure 4Image registration interface. The 3D image in the left side illustrating the test image and the blue points on the right side are the landmarks of the reference image used for registration process. These landmarks are different from the craniofacial landmarks.
Figure 5Flowchart of the proposed method.
The Min. error, Max. error, mean error and the standard error of the mean for the 6 manually detected landmarks’ coordinates from the mean of those coordinates as the gold standard
| 0.89 | 1.94 | 1.72 | 0.62 | 100% | |
| 0.95 | 1.85 | 1.36 | 0.52 | 100% | |
| 1.15 | 1.90 | 1.66 | 0.46 | 100% | |
| 1.63 | 2.35 | 2.10 | 0.38 | 100% | |
| 1.05 | 1.84 | 1.70 | 0.36 | 100% | |
| 0.96 | 1.80 | 1.64 | 0.48 | 100% | |
| 0.75 | 1.45 | 1.26 | 0.39 | 100% | |
| 1.05 | 2.60 | 2.15 | 0.89 | 100% | |
| 0.86 | 1.40 | 1.24 | 0.26 | 100% | |
| 1.22 | 2.54 | 1.96 | 0.66 | 100% | |
| 0.65 | 1.10 | 0.93 | 0.28 | 100% | |
| 0.54 | 0.89 | 0.74 | 0.22 | 100% | |
| 0.56 | 0.80 | 0.68 | 0.18 | 100% | |
| 0.45 | 0.75 | 0.59 | 0.19 | 100% | |
| 0.45 for Point L1A | 2.60 for Point Gn | 1.41 mm | - | 100% |
The Min. error, Max. error, mean error and the standard error of the mean for the automatically identified landmarks in millimeters from the baselines
| 1.58 | 4.77 | 3.11 | 0.74 | 60% | |
| 2.48 | 5.92 | 3.86 | 1.41 | 55% | |
| 2.38 | 4.52 | 3.12 | 0.80 | 70% | |
| 2.35 | 5.36 | 3.60 | 1.35 | 60% | |
| 2.02 | 4.78 | 3.00 | 1.02 | 60% | |
| 1.62 | 5.97 | 3.20 | 1.64 | 65% | |
| 1.83 | 6.12 | 3.45 | 1.82 | 55% | |
| 1.76 | 7.10 | 3.77 | 2.69 | 65% | |
| 2.24 | 6.78 | 3.59 | 1.79 | 75% | |
| 2.15 | 5.91 | 3.72 | 1.67 | 70% | |
| 2.22 | 6.70 | 3.59 | 1.76 | 70% | |
| 2.26 | 4.81 | 3.15 | 0.91 | 60% | |
| 2.31 | 4.84 | 3.30 | 0.92 | 60% | |
| 1.98 | 4.98 | 3.08 | 1.08 | 65% | |
| 1.58 mm for Point A | 7.10 mm for Point Gn | 3.40 mm | - | 63.57% |