Kaw, A., Crane, R., & Besterfield, G. (2001). Parametric Finite Element Modeling and Full-Scale Testing of Trunnion-Hub-Girder Assemblies for Bascule Bridges. University of South Florida. https://rosap.ntl.bts.gov/view/dot/42063
Kaw, Autar, Roger Crane, and Glen Besterfield. Parametric Finite Element Modeling and Full-Scale Testing of Trunnion-Hub-Girder Assemblies for Bascule Bridges. University of South Florida, 2001. https://rosap.ntl.bts.gov/view/dot/42063.
Kaw, Autar, et al. Parametric Finite Element Modeling and Full-Scale Testing of Trunnion-Hub-Girder Assemblies for Bascule Bridges. University of South Florida, 2001, ROSA P. https://rosap.ntl.bts.gov/view/dot/42063.
Failures during fabrication of trunnion-hub-girder (THG) assemblies of bascule bridges can result in losses of hundreds of thousands of dollars. Crack formation in the hub of the Miami Avenue Bridge, Christa McAuliffe Bridge and Brickell Avenue Bridge. Sponsored by Florida State Dept. of Transportation, Tallahassee.
Kaw, A., Crane, R., & Besterfield, G. (2001). Parametric Finite Element Modeling and Full-Scale Testing of Trunnion-Hub-Girder Assemblies for Bascule Bridges. University of South Florida. https://rosap.ntl.bts.gov/view/dot/42063
Kaw, Autar, Roger Crane, and Glen Besterfield. Parametric Finite Element Modeling and Full-Scale Testing of Trunnion-Hub-Girder Assemblies for Bascule Bridges. University of South Florida, 2001. https://rosap.ntl.bts.gov/view/dot/42063.
Kaw, Autar, et al. Parametric Finite Element Modeling and Full-Scale Testing of Trunnion-Hub-Girder Assemblies for Bascule Bridges. University of South Florida, 2001, ROSA P. https://rosap.ntl.bts.gov/view/dot/42063.
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