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Lightweight bridges link the crests of the mounds so pedestrians can walk over while cyclists ride underneath.
Over 500 years ago Leonardo Da Vinci penned the first letters resembling a CV to Ludovico Sforza, the Duke of Milan, outlining skills that you may not see today, such as rock flinging, creating lightweight bridges and – perhaps less surprisingly – sculpture.
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The objective of this paper is to present a novel bridge structure for a portable, reusable, and lightweight bridge.
The new AASHTO LRFD bridge design specifications allow the use of the arching action mechanism in concrete slabs to design lightweight bridge decks.
Implementation of a Delayed Modal Velocity Feedback Control (DMVFC) based on the obtained modal state-space model was carried out for the full-scale lightweight bridge.
The seismic performance of an innovative lightweight bridge with CFST composite truss girder and lattice pier was studied in this paper.
In addition, the plastic hinges were predicted under transverse and longitudinal excitation respectively, revealed that lightweight bridge with CFST composite truss girder and lattice pier has a favorable seismic performance.
Alternatively, for mountain bridges 8N and 8L, the lightweight bridge deck exhibited cracking while the normalweight bridge deck did not.
However, a distinct trend showing improved cracking resistance of lightweight bridge decks was not noted for transverse cracking.
Lightweight bridge deck 2L and normalweight bridge deck 2N, on the same bridge, exhibited virtually no cracking after 16 years of service in a coastal environment.
However, for both pairs of bridge decks in the mountains, the lightweight bridge decks exhibited significantly lower densities of longitudinal cracking.
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