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Skip to Search Results- 4Reliability
- 2Scoliosis
- 13D markerless asymmetry analysis
- 1Adolescent Idiopathic Scoliosis (AIS)
- 1Behaviours
- 1Classification
- 1Adeeb, Samer
- 1Adeeb, Samer (Civil & Environmental Engineering)
- 1Adeeb, Samer (Civil and Environmental Engineering)
- 1Dr. Amy Kim, Assistant Professor, Transportation Engineering, Department of Civil and Environmental Engineering
- 1Grondin, Gilbert (Civil and Environmental Engineering)
- 1Grondin, Gilbert Y. (Civil and Environmental Engineering)
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Algorithms for Adolescent Idiopathic Scoliosis Classification Based on Surface Topography Analysis
DownloadSpring 2018
While the common method for diagnosing and monitoring adolescents with idiopathic scoliosis (AIS) is X-ray radiographs from which a Cobb angle is measured, studies have shown that high radiation exposure is linked to high risk of cancer, particularly, for children and women. This thesis describes...
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Markerless 3D Assessment of Severity and Progression of Scoliosis Using Surface Topography on Isolated Back Scans
DownloadSpring 2019
The objectives of the thesis were to: 1. Determine if open source software can be use in markerless asymmetry analysis of surface topography. 2. Determine if isolated back scans can be used in markerless asymmetry analysis of surface topography. Markerless asymmetry analysis of surface...
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Fall 2010
Because of their high strength to weight ratio, stiffened steel plates are often used in light structures where plates are placed into compression. The stability of steel plates stiffened with longitudinal tee-shaped stiffeners and subjected to uniaxial compression or combined axial compression...
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Spring 2015
Service reliability is an important indicator of transit performance, and has been the subject of much attention in both the research and practice for decades. Reliability of bus service depends on variations in service characteristics such as travel time, schedule adherence, headway, and wait...
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Spring 2010
Fatigue assessments have been carried out predominantly with quasi-deterministic approaches, such as the use of S–N curves. However, both the loading and the resistance of fatigue prone components are subjected to significant uncertainties. Consequently, a prediction of the remaining fatigue life...
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Structural Reliability of Non-Slender Loadbearing Concrete Masonry Members under Concentric and Eccentric Loads
DownloadFall 2017
Moosavi Nanehkaran, Seyed Abdol Hadi
Although the reliability levels of structural steel and reinforced concrete structures designed to the Canadian codes and standards have been investigated substantially in the past four decades, studies on the reliability of masonry structures are limited. Based on some preliminary studies in...