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A prototype bridge was analyzed.
Open image in new window Fig. 3 Details of the studied prototype bridge.
Two 1/2-scale prototype bridge columns repaired using two types of mechanical couplers were investigated in this study.
Finally, the prototype bridge is modelled by numerical analysis to evaluate the effectiveness of each design method.
The result of the design is satisfactory and is the basis for the future realisation of a prototype bridge.
A finite element (FE) model of the prototype bridge was also established and validated by the experimental results with consideration of similarity relationships.
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The appeal of the prototype bridges the missions of the Furniture Society and the Neuberger.
This new method does not need any reference data for the structure, and therefore it is suitable for application to the prototype bridges.
The prototype bridges are typical reinforced concrete highway overpass bridges with single-column bents founded on four sites of varying stiffness and strength profiles ranging from rigid rock to weak upper soil strata.
The computed VIR of the prototype-bridge is finally compared with the VIR measured on-site by a structural heath monitoring system installed in the bridge.
Research and development was conducted on a prototype timber bridge technology developed for rural bridge sites.
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