This decommissioned ERA site remains active temporarily to support our final migration steps to https://ualberta.scholaris.ca, ERA's new home. All new collections and items, including Spring 2025 theses, are at that site. For assistance, please contact erahelp@ualberta.ca.
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Skip to Search Results- 2Lin, Meng
- 2Mei, Qipei
- 2Pettit, Clayton Edward James
- 1Abdelfattah, Ahmed
- 1Abdelmoety, Ahmed
- 1Abohassan, Ahmed
- 163Department of Civil and Environmental Engineering
- 16Department of Chemistry
- 15Department of Mechanical Engineering
- 10Department of Chemical and Materials Engineering
- 9Department of Civil Engineering
- 9Department of Electrical and Computer Engineering
- 13Adeeb, Samer (Civil and Environmental Engineering)
- 9Driver, Robert (Civil and Environmental Engineering)
- 9Tomlinson, Douglas (Civil and Environmental Engineering)
- 8Bindiganavile, Vivek (Civil and Environmental Engineering)
- 7Cruz-Noguez, Carlos (Civil and Environmental Engineering)
- 7El-Rich, Marwan (Civil and Environmental Engineering)
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Spring 2024
Cantilever–suspended-span construction, commonly referred to as Gerber girder systems, is a popular roof-framing system for large single-storey buildings in North America. This system consists of a series of simply-supported girders in the principal framing direction that extend beyond the column...
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Fall 2012
The purpose of the current study was to investigate the geometric variations in the load-bearing joints among individuals. Two existing concepts in mathematics were introduced and their application in computational biomechanics was completely novel: 1) computing the depth of penetration between...
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Spring 2022
The International Roughness Index (IRI) is one of the most critical indicators in the field of pavement performance management. Since the introduction of Deep Neural Networks (DNNs), many researchers have created different kinds of DNN models to forecast the IRI. However, none of them employed...
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Implementation and Verification of Simple Concrete Biaxial Models Under Monotonic, Cyclic, and Dynamic Loading
DownloadSpring 2019
to be effective at developing damage models that can be then implemented in finite element analysis (FEA) platforms. One such platform is the open-source, freely available software OpenSees, which is a FEA software framework for simulation in earthquake engineering (Fenves, 2001).This project studies
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Influence of Foundation Rigidity on the Out-Of-Plane Flexural Response of Slender Masonry Walls
DownloadFall 2023
Masonry walls with effective height-to-thickness (kh/t) ratios over 30 are commonly found in single-storey buildings such as school gymnasiums, warehouses, and industrial facilities. Stringent design requirements apply for walls with kh/t > 30 in North American Standards (CSA S304-14, TMS...
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INITIAL IMPERFECTIONS OF HIGH STRENGTH UOE MANUFACTURED STEEL PIPES AND THEIR EFFECTS ON PIPE BUCKLING
DownloadFall 2014
new imperfection measurement technique that employs a high resolution surface profiler for geometric data acquisition, and a reverse engineering software for the geometric analysis of line pipes. The measurements reveal that the geometric imperfections in UOE pipes follow certain patterns in terms of
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Integrity Assessment of Dents in Pipelines using Finite Element Analysis and Artificial Neural Networks
DownloadFall 2019
Dents are common occurrences along oil and gas pipelines and can be formed due to pipe contact with external forces such as rocks or construction equipment. There are many factors that contribute to the level of integrity concern of a dent including its shape, size, location on the pipe, and...
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INVESTIGATION OF SHEAR CONNECTION SYSTEMS FOR PARTIALLY COMPOSITE INSULATED CONCRETE AND DOUBLE WYTHE CAVITY MASONRY WALLS
DownloadSpring 2024
walls the inner and outer wythes are made entirely of concrete while that of double wythe cavity masonry walls are mostly made of bricks and Concrete Masonry Units, respectively. Overall, the structural performance of both walls is largely influenced by the shear connection system, and existing shear
connection systems are currently being challenged by larger insulation thicknesses needed to meet stricter energy requirements. At the core of these changes to the thermal requirement for building envelopes, the structural load on walls such as the dead and live load are relatively unchanged, which means
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Investigation of Time Series Analysis Based Damage Detection Methodologies for Structural Health Monitoring
DownloadFall 2014
Structural Health Monitoring (SHM) is widely accepted as a valuable tool for monitoring, inspecting and maintaining infrastructure systems. Damage detection is one of the most critical components of SHM to identify the existence, location and severity of damage so that effective preventive actions