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- W2766107542 abstract "The objectives of this dissertation is to investigate the use of rocking foundations in bridges for enhanced seismic design and performance and the reduction of post-earthquake damage. The seismic response of bridge systems was studied numerically using three-dimensional nonlinear models, whereas bridge columns with rocking foundations and superstructure mass were studied both numerically and experimentally. The experimental part consisted of the shake-table testing of large scale bridge columns with shallow rocking foundations using physical modeling of the underlying soil. Using the data from these tests, a three-dimensional model with Winkler springs was modified and validated for rocking shallow foundations designed with high factors of safety against vertical loads. The proposed model was then used on a parametric study to investigate the seismic demand on a large variety of bridge piers with rocking shallow foundations." @default.
- W2766107542 created "2017-11-10" @default.
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- W2766107542 date "2015-01-01" @default.
- W2766107542 modified "2023-09-23" @default.
- W2766107542 title "Numerical and Experimental Investigation of Bridges with Columns Supported on Rocking Foundations - eScholarship" @default.
- W2766107542 hasPublicationYear "2015" @default.
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