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Investigating modular truss bridges with hybrid system and internal redundancy
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DOI：10.1016/j.jcsr.2026.110513.png)
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Abstract
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• Hybrid approach to redundancy is introduced for modular steel truss bridges. • Approach uses system redundancy for diagonals and internal redundancy for chords. • Redundancy evaluated through static and dynamic numerical analyses.
Keywords:
Modular construction
Redundancy
Member fracture
Steel truss bridge
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