From this review, a FORTRAN code was developed that generates time and position dependent distributed loads based on linear wave theory for shallow water conditions. The routine was integrated into to the Abaqus finite element analysis framework, and used to evaluate the structural response of a representative bridge section impacted by tidal surge.
| Identifer | oai:union.ndltd.org:MSSTATE/oai:scholarsjunction.msstate.edu:td-5991 |
| Date | 13 December 2008 |
| Creators | Dickey, Mary-Margaret |
| Publisher | Scholars Junction |
| Source Sets | Mississippi State University |
| Detected Language | English |
| Type | text |
| Format | application/pdf |
| Source | Theses and Dissertations |
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