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First, a reduced discretized analytical model is derived for the stress ribbon bridge.
The 13 m span Carbon Fiber Reinforced Plastics (CFRP) stress ribbon bridge was built in the laboratory of the Department of Civil and Structural Engineering, Berlin Institute of Technology.
As government forces control the eastern bank of the Tigris, engineers could now repair the structure or float a pontoon or "ribbon" bridge on the water alongside it.
In December 1995, the 502nd Engineer Company deployed to Zupanja, Croatia and placed the historic ribbon bridge over the river.
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Black ribbon, bridge-helix backbone.
The efficiency of steel stress-ribbon bridge displacement stabilization through the bending stiffness is being discussed.
A stress-ribbon bridge built at the Technische Universität Berlin was taken as research object.
Numerical experiment determines the accuracy of the new engineering method developed for the analysis of stress-ribbon bridges.
This new structural system of pedestrian stress-ribbon bridges includes suspension members with bending stiffness and a pre-stressed tie.
Compounds 1 and 2 are iso-structural, and both exhibit interesting 1-D ribbons bridged by metal-organic complex moieties [M (bpy)]2+ (M = Cu and Ni).
Also, while some of the potential GNR-based devicouldoutilizelindividualdual ribbons bridging electrodes, others may use multiple GNRs that could be assembled in a form of thin films, fibers, single crystals, etc.
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