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- AISI standard (1)
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- CFS design specifications (1)
- Cee and Zee sections (1)
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- Certification (1)
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- Cold-formed steel (1)
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- I-section beams (1)
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- Locally slender cross-sections (1)
- Materials (1)
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- Nominal bimoment capacity (1)
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- Civil & Environmental Engineering Faculty Publications (1)
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- May 22, 2015: Megaproject Protective Structures for Hampton Roads (1)
- October 30, 2015: Beyond Toolkits: Adaptation Strategies and Lessons (1)
Articles 1 - 5 of 5
Full-Text Articles in Architecture
Higher-Order Effects In Biaxial Flexure Of Gfrp I-Section Beams, Zia Razzaq, Faridoon Z. Razzaq
Higher-Order Effects In Biaxial Flexure Of Gfrp I-Section Beams, Zia Razzaq, Faridoon Z. Razzaq
Civil & Environmental Engineering Faculty Publications
A theoretical study of Glass Fiber Reinforced Polymer (GFRP) beams subjected to biaxial bending moments is presented with a focus on the influence of higher-order effects on maximum normal stresses. It is shown that the biaxial bending type of loading causes a dramatic increase in the maximum normal stress for a GFRP beam when induced torsional effects are included. The study demonstrates that the traditional first-order theory can grossly underestimate the maximum normal stress in a GFRP beam. Based on the numerical results presented using a higher-order theory which also accounts for induced warping normal stresses, the maximum normal stress …
Cold-Formed Steel Strength Predictions For Combined Bending And Torsion, Yu Xia, Robert S. Glauz, Benjamin W. Schafer, Michael Seek, Hannah B. Blum
Cold-Formed Steel Strength Predictions For Combined Bending And Torsion, Yu Xia, Robert S. Glauz, Benjamin W. Schafer, Michael Seek, Hannah B. Blum
Engineering Technology Faculty Publications
Locally slender cross-section members, such as cold-formed steel Cee and Zee sections, are susceptible to significant twisting and high warping torsion stresses. Torsion considerations are complicated by whether it is derived as a first-order effect from loading or a second-order effect from instability. The current design for combined bending and torsion interaction has some limitations, including only considering the first yield in torsion and ignoring the cross-section slenderness in torsion. Previous work has derived a simple uniform equation to predict the bimoment capacity and two bimoment strength curves for local and distortional buckling under torsion only. This work is extended …
Designing A Resilient Building In The Coastal Zone, Don Kranbuehl, David Pryor
Designing A Resilient Building In The Coastal Zone, Don Kranbuehl, David Pryor
October 30, 2015: Beyond Toolkits: Adaptation Strategies and Lessons
No abstract provided.
Planning And Design For Hurricane Protection With Sea Level Rise, Bob Ivarson
Planning And Design For Hurricane Protection With Sea Level Rise, Bob Ivarson
May 22, 2015: Megaproject Protective Structures for Hampton Roads
No abstract provided.
Individual Certification As An Engineering Manager?, Rafael Landaeta, Kawintorn Pothanun, William Peterson
Individual Certification As An Engineering Manager?, Rafael Landaeta, Kawintorn Pothanun, William Peterson
Engineering Management & Systems Engineering Faculty Publications
Several of the discipline specific professional societies are offering or planning to offer certification of individuals as engineering managers. Does this have implications for Engineering Management programs at universities? Other stakeholders (faculty, students, employers, and graduates of engineering management programs) are impacted by certification as well. This paper attempts to look at the issue from several points of view. This paper is intended to provoke a dialog on the topic.