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pro vyhledávání: '"Hoat Le"'
Publikováno v:
Structure and Infrastructure Engineering. 19:134-145
Publikováno v:
Journal of Bridge Engineering. 27
Akademický článek
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Publikováno v:
Proceedings of the Institution of Mechanical Engineers, Part F: Journal of Rail and Rapid Transit. 234:616-637
Railway bridge transitions represent locations of vertical stiffness variations that are believed to amplify the dynamic wheel loads which contribute to the development of both differential track settlement and hanging sleeper issues that are difficu
Publikováno v:
Transportation Geotechnics. 14:70-80
Distributed dynamic fiber optic sensors have the potential to measure the strain increase along a rail when it is loaded. This study investigated the use of fiber optic sensors to measure distributed dynamic strains during the passage of rail traffic
Publikováno v:
Smart Structures and Systems. 19:225-236
Railroad bridges in North America are an integral but aging part of the railroad network and are typically only monitored using visual inspections. When quantitative information is required for assessment, railroads often monitor bridges using accele
Publikováno v:
Journal of Bridge Engineering. 23
Autor:
James M. LaFave, Robin E. Kim, Hongki Jo, Fernando Moreu, A. Kimmle, Jian Li, S. Scola, Billie F. Spencer, Hoat Le, Soojin Cho
Publikováno v:
Journal of Bridge Engineering. 20
Infrastructure spending is such a large component of a railroad budget that it must be prioritized to meet the concurrent safety and line capacity requirements. Current bridge inspection and rating practices recommend observing bridge movements under
Publikováno v:
Structural Health Monitoring 2015.
Much of North America’s railroad infrastructure was constructed in the late 19th and early 20th century. A single unplanned bridge closure can cost millions of dollars, depending on the length of closure. Determining if and when a bridge will need
Publikováno v:
Smart Structures & Systems; Feb2017, Vol. 19 Issue 2, p225-236, 12p