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The Europe Bridge is a cable-stayed bridge with a main span of 186 m.
The footbridge is a weathering steel box girder, with a main span of 28,40 m.
The bridge superstructure is an upper-deck concrete arch bridge with a main span of 400 m.
The Forth Road Bridge, completed in 1964, is a suspension structure with a main span of 3,300 feet (1,000 m).
The cable-stayed portion of the Runyang bridge has a main span of 400 m supported between towers by 52 cables on each side.
The prototype is a double-deck cable-stayed bridge with a main span of 430m and side spans of 160m on either side.
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A cable-stayed CFT arch bridge with a main-span of 300 m was designed and the safety of its structural members was checked by the limit state design method.
Numerical analyses are then performed on the three-dimensional finite element model of a suspension bridge with a main span length of 1490 m.
Using the suggested parameter values, six types of cable-stayed bridges with a main span length of 1400 m were selected and modeled with the finite element method, through which the procedures of designing composite cable-stayed bridges with CFRP components were presented in details.
The example suspension bridge is the Jiang Yin Bridge with a main span length of 1385 m built in China.
A long span steel arch bridge with a main span length of 550 m built in China is considered as an illustrative example.
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