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- W587196032 abstract "The article describes how a sophisticated analysis found that a 52-year-old steel bridge could easily and inexpensively be adapted to meet today's needs. Renovation was an alternative solution for the Bridge over the Apalachicola River near Bristol, Florida. A sophisticated analysis modeled the bridge as a 3-dimensional global unit instead of a 2-dimensional unit. Also, load factor design was utilized with verification of connection capacity. The 3-dimensional analysis was performed using GTStrudl and the deck girder analysis used BRUFEM (Bridge Rating Using Finite Element Methods). Details of the analysis are summarized. Finite element analysis using solid and beam elements was used to analyze the traffic barrier retrofit. Wind load analysis with the revised portal and sway bracing resulted in the need to beef-up some secondary bracing between trusses. Compared with demolishing the old and building a new 4-lane structure, rehabbing the old and building a new 2-lane structure showed a cost benefit ratio of 8.3." @default.
- W587196032 created "2016-06-24" @default.
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- W587196032 date "1993-02-01" @default.
- W587196032 modified "2023-09-27" @default.
- W587196032 title "OVER THE HILL BRIDGES" @default.
- W587196032 hasPublicationYear "1993" @default.
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