Shear-flexure-axial load interaction in rectangular concrete bridge piers with or without FRP wrapping
Doctor of Philosophy === Department of Civil Engineering === Hayder Rasheed === Recent applications in reinforced concrete columns, including strengthening and extreme loading events, necessitate the development of specialized nonlinear analysis methods to predict the confined interaction domain of...
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| Language: | en_US |
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Kansas State University
2015
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| Online Access: | http://hdl.handle.net/2097/18967 |