Galveston / Hokkaido / Houston / Pasadena / Austin / Washington / D.C. / Copenhagen / Long Beach / /
Company
ICF International / Modjeski and Masters Inc. / Coastal / Hydraulic Engineering Laboratory / Douglass S. L. S. A. / /
Country
Japan / United States / Denmark / US / /
Currency
USD / / /
Event
Natural Disaster / /
Facility
Bridge Superstructures / Runs Bridge / Georgia Institute of Technology / Bridge Damage / University of South Alabama / Escambia Bay Bridge / This bridge / Highway Bridges / Bridge Modeling Parameters Vertical Displacement Transverse Displacement Fixed-Bearing Deformation Expansion-Bearing Deformation Column Drift / Public Works Research Institute / highway Department / Bridge Decks / California Institute of Technology / Rice University / Bridge Engineering / Institute of Engineering Research Technical Report HEL-9-1 / University of California / /
California Institute of Technology / Houston Endowment / Institute of Engineering Research Technical Report HEL-9-1 / University of California / Berkeley / Rice University / Axial Force / Public Works Research Institute / Congress / Structural Fiber-Reinforced Polymers Committee / Department of Civil and Environmental Engineering / Texas A&M / Transportation Research Board / University of South Alabama / Georgia Institute of Technology / Atlanta / U.S. Department of Transportation / Transportation Research Board of the National Academies / Bearing Force / /
Person
Jamie E. Padget / Huang / Xiao / / /
Position
second author / Corresponding author / bridge model / a second-level analysis / representative / affecting wave load model for the superstructure / nonlinear zero-length elements representative / /
ProgrammingLanguage
MATLAB / /
ProvinceOrState
Texas / Virginia / Alabama / Maryland / District of Columbia / Florida / North Carolina / California / Florida and Alabama / /
Region
U.S. Gulf Coast / southeastern United States / South Alabama / central United States / /
TABLE 1 Properties of the surge/wave and bridge used in sample deterministic analysis of dynamic response