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This all-GFRP bridge superstructure was installed in Korea.
The approach is illustrated on an existing deteriorating bridge superstructure.
The transporter bridge consists of a car suspended from a trolley traveling along an overhead bridge superstructure.
Moreover, the shear transfer capacity and the local buckling behavior of the bridge superstructure are investigated.
Two new concrete bridge superstructure systems for short and medium span bridges are presented.
Prefabrication of the bridge superstructure is the most important aspect of the accelerated bridge construction (ABC) method.
Finally, a case study is provided to illustrate the implementation process of the integrated methodology for bridge superstructure design.
A finite element model of the bridge superstructure was created to determine the forces resulting from extreme loads.
A detailed finite element model was created to predict the static flexural behavior of the bridge superstructure under live loads.
In the paper, the rather sophisticated bridge superstructure is considered; computer modelling discussed and measured values evaluation given.
A large amount of bridge superstructure sections were displaced or pushed off the substructure by storm surge and wave action.
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CEO of Professional Science Editing for Scientists @ prosciediting.com