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Beam-on-Nonlinear-Winkler-Foundation Modeling of Shallow, Rocking-Dominated Footings
The nonlinear behavior of shallow foundations under large amplitude earthquake-induced loading can result in dissipation of seismic energy through the mechanism of soil yielding beneath theExpand
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Soil-Foundation-Structure Interaction (Shallow Foundations)
This research focuses on strip footing foundations supporting shear wall type building structures. Understanding the nonlinear behavior of shallow building foundations under large amplitude loadingExpand
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Investigation into the Effects of Foundation Uplift on Simplified Seismic Design Procedures
Uplifting of and yielding below shallow foundations supporting rigid lateral force–resisting elements can provide additional nonlinearity into a system's overall force-deformation behavior. WhileExpand
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Comparison of Sheet Pile Wall Design According to Conventional and AASHTO LRFD Design Methodologies
Sheet Pile wall design using methods in AASHTO LRFD Bridge Design Specifications (2010) is compared in this study to methods in United States Army Corps of Engineers (USACE) Engineering ManualExpand