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In addition, the proposed safety ratio only considered bridges with a single pier against flood hazard.
The resistance to torsion and overturning of this kind of structure is larger than that of composite bridges with a single concrete-filled steel tube.
A general mathematical approach is developed for the free vibration behaviour analysis of multi-girder and multi-cell box bridges with a single or multi span, including the effects of the transverse deformations of the bridge cross-section.
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As an illustration, a 27-level inverter has been implemented based on three cascaded H-bridges with a single energy source and two capacitors.
Nearby ruins include the Sāsānian city of Arajan and a bridge with a single arch.
A new highway crossing of the River Dee incorporates a major cable-stayed bridge with a single A-frame tower and a main span of 200 m.
When the bridge was proposed, two options for carrying the aqueduct across the Harlem River emerged: a low, solid bridge with a single arch in the middle, and a high bridge supported by individual piers.
In Section 2.2 a bridge with a single pier ( N = 2 ) is considered.
Now we consider a bridge with a single pier at x = x 1 and two sub-spans.
A bridge with a single span of 25 m was built at this location, to replace a stream crossing in the form of an embankment with culverts that severely impeded throughput of high water flows (Fig. 1c).
In the case of a bridge with a single span (no intermediate pier), the problem can be recast into a non-dimensional setting, where its length is supposed to be unitary, for simplicity.
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