The Honshu-Shikoku bridges feature many long-span cable supported bridges.
Construction of cable supported bridges has experienced a great impulse in the past decade.
Cable supported bridges are flexible structures which may be excited into oscillations by the wind.
Three neural networks have been presented to cover simply supported bridges, two span continuous bridges and three span continuous bridges.
The cable supported bridge with spatially inclined cables is modeled by a 6-degrees-of-freedom system.
Further, bridge structure types on German HSR lines, such as simply supported bridges, continuous bridges, arch bridges, integral and semi-integral bridges, composite truss bridges and rigid-frame bridges are discussed.
A new type of cable supported bridge, cable-stayed CFT arch bridge, was proposed and its static strength was studied in this paper.
Due to the asphalt pavement the first resonance frequency decreases 23%26%% for the cable-stayed bridge and 16%18%% for the simply supported bridge.
Results of laboratory test on a simply supported bridge model and field test on a bridge with multiple girders confirm the applicability of the present method.
In multi-span simply supported bridges, the HDNR bearings are typically placed in two lines of support, eccentric with respect to the pier axis.
