Advisor

Gullett, M. Philip

Committee Member

Sinno, R. Ralph

Committee Member

McAnally, William H.

Date of Degree

1-1-2008

Document Type

Graduate Thesis - Open Access

Major

Civil and Environmental Engineering

Degree Name

Master of Science

College

James Worth Bagley College of Engineering

Department

Department of Civil and Environmental Engineering

Abstract

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.

URI

https://hdl.handle.net/11668/17408

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