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- 1Ali, Mostafa A A
- 1Andermatt, Matthias
- 1Bhargava, Aakanksha
- 1Bhattacharya, Sanjay
- 1Bindiganavile, V.S.
- 25Graduate and Postdoctoral Studies (GPS), Faculty of
- 25Graduate and Postdoctoral Studies (GPS), Faculty of /Theses and Dissertations
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- 3Civil and Environmental Engineering, Department of/Structural Engineering Reports
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- 1Chemical and Materials Engineering, Department of/Research Articles and Materials (Chemical and Materials Engineering)
- 5Driver, Robert (Civil and Environmental Engineering)
- 4Lubell, Adam (Civil and Environmental Engineering)
- 3Henein, Hani (Chemical and Materials Engineering)
- 2Bindiganavile, Vivek (Civil and Environmental Engineering)
- 2Imanpour, Ali (Civil and Environmental Engineering)
- 1Chan, Dave H. (Civil and Environmental Engineering)
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Fall 2023
Steel fabricators and connection designers in the building construction industry often rely on traditional connection design methods, which involve using connection design software or spreadsheets to simulate and design connections with the goal of minimizing costs associated with fabrication and...
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Spring 2013
An experimental study of the shear-induced buckling of a thin, viscous film in an axisymmetric geometry is presented. Rotating the inner boundary relative to a stationary outer one, generates large in-plane shear forces in the laterally constrained millimetric film, which leads to buckling of the...
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Spring 2013
20Cr-32Ni-1Nb stainless steel alloys are commonly used in hydrogen reformer manifolds for transporting hot hydrogen by-products at 750-950 celcius. After long periods of exposure, embrittling secondary carbides and intermetallic phases can precipitate at the grain boundaries which can drastically...
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Fall 2019
Residual stresses can have a significant impact on the stability of structural members. In the case of I-section beam elements, such stresses can impact lateral--torsional buckling (LTB) capacity, particularly in the inelastic range. I-sections are typically fabricated by either rolling as a...
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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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Spring 2018
It has become common for steel fabricators to find torsional loads included in the design documents of many industrial steel structures. These loads arise in wide-flange beam-to-column moment connections when the beam is subject to weak axis bending, which in turn, is transferred to the column as...
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Fall 2020
Modularization of buildings comes in several types, from prefabricated members to full volumetric models. Recently, the introduction of modular construction methods brought numerous benefits to the construction industry. Reducing construction time and costs together with improving quality and...
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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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Extracting and Integrating Industrial Construction Steel Trade Data in ill-formed BIM Models
DownloadFall 2017
Oil and gas are known for their huge-size and complex projects that consist of multiple trades’ subprojects such as concrete, steel, and piping. These subprojects are executed within a confined area during a limited time frame. This requires careful planning and coordination between these...