Ideals University Of Illinois Urbana Champaignmetadata only
Spatial and Temporal Load Distribution in Steel Bridge Superstructures (Vol. II): Evaluation of Skewed Steel I-Girder Bridge Behavior under Deck Placement and Live Load through Field Monitoring and Numerical Simulation
skewed bridge, steel i-girder bridge, flange lateral bending, field monitoring, numerical simulation, deck placement, live load
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