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Skip to Search Results- 1Andermatt, Matthias
- 1Baron Bello, Ambar Lennon
- 1Desalegne, Admasu S
- 1Jin, Ming
- 1Kazemi, Sadegh
- 1Neilson, David Andrew Hunter
- 4Lubell, Adam (Civil and Environmental Engineering)
- 2Bindiganavile, Vivek (Civil and Environmental Engineering)
- 2Grondin, Gilbert (Civil and Environmental Engineering)
- 1Chan, Dave H. (Civil and Environmental Engineering)
- 1Cruz-Noguez, Carlos (Civil and Environmental Engineering)
- 1Dr. Roger Cheng
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Fall 2013
With the ever increasing concerns about the structural adequacy of buildings and infrastructures, particularly in harsh environments with limited funding for ongoing maintenance, a significant need exists to develop highly durable and rapidly constructed structural systems. To this aim, recent...
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Fall 2010
Concrete deep beams with small shear span-to-depth (a/d) ratios are common elements in structures. However, there are few experimental results on the behaviour of FRP reinforced concrete deep beams and no specific modelling techniques exist in design codes for such members. The objectives of this...
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Fall 2010
This study assesses the suitability of four sectional shear methods for predicting the shear capacity of reinforced concrete members which do not comply with S6-06 Section 14 stirrup spacing and area requirements. The results of the evaluations indicate that the sectional shear provisions in...
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Spring 2024
Double wythe masonry cavity walls consist of two masonry wythes, an exterior layer typically made of clay-backed or ceramic bricks (veneer) and the inner layer composed of concrete masonry units (CMU), which serves as a structural backup. In typical cavity wall design, the two wythes are assumed...
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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 2012
Combining steel fiber reinforced concrete (SFRC) and high strength longitudinal reinforcement in a structural member creates the potential for increased strength and durability compared to conventional reinforced concrete members. There is however limited research into the structural behaviour...
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Shear Behaviour of Concrete Slabs and Beams Reinforced with High-Performance ASTM A1035 Steel
DownloadFall 2013
High-performance steel bars manufactured to conform to ASTM A1035-11 have different metallurgy and microstructure than conventional reinforcing steel. These changes result in an effective yield strength significantly higher than conventional ASTM A615 steel while also being less susceptible to...
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Fall 2012
Hooked end steel fibers were included between 0~1% by volume to provide enhanced shear resistance to three different types of steel fiber reinforced concrete (SFRC) namely, a regular concrete mix, a lightweight aggregate mix and a high strength mix. The test results at the material scale showed a...
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Fall 2014
For some geotechnical design projects where soils are exposed to vibration, it becomes necessary to evaluate the strength and deformation characteristics of the soil under existing and/or anticipated vibrations. This thesis presents a summary of an experimental program performed to investigate...
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Fall 2010
Ductile steel plate shear walls are an established lateral load resisting system. Past research indicates that cold-rolled infill panels less than 1 mm in thickness present one solution to an overstrength problem arising from selecting an infill panel thickness based on ease of welding and...