Nonlinear Analysis of Pacoima Dam with Spatially Nonuniform Ground Motion
<p>Spatially uniform ground motion is an assumption that has often been made for structural analysis of arch dams. However, it has been recognized for many years that the ground motion in a canyon during an earthquake is amplified at the top of the canyon relative to the base. Pacoima Dam has...
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Alves, Steven Wayne (2005) Nonlinear Analysis of Pacoima Dam with Spatially Nonuniform Ground Motion. Dissertation (Ph.D.), California Institute of Technology. doi:10.7907/QVFR-MV06. https://resolver.caltech.edu/CaltechETD:etd-10292004-155829 <https://resolver.caltech.edu/CaltechETD:etd-10292004-155829>