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<rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:dc="http://purl.org/dc/elements/1.1/"><rdf:Description rdf:about="https://dirros.openscience.si/IzpisGradiva.php?id=16327"><dc:title>Development and testing of a railway bridge weigh-in-motion system</dc:title><dc:creator>Hajializadeh,	Donya	(Avtor)
	</dc:creator><dc:creator>Žnidarič,	Aleš	(Avtor)
	</dc:creator><dc:creator>Kalin,	Jan	(Avtor)
	</dc:creator><dc:creator>OBrien,	Eugene J.	(Avtor)
	</dc:creator><dc:subject>bridge weigh-in-motion</dc:subject><dc:subject>railway bridge loading</dc:subject><dc:subject>bridge instrumentation</dc:subject><dc:subject>B-WIM</dc:subject><dc:description>This study describes the development and testing of a railway bridge weigh-in-motion (RB-WIM) system. The traditional bridge WIM (B-WIM) system developed for road bridges was extended here to calculate the weights of railway carriages. The system was tested using the measured response from a test bridge in Poland, and the accuracy of the system was assessed using statically-weighed trains. To accommodate variable velocity of the trains, the standard B-WIM algorithm, which assumes a constant velocity during the passage of a vehicle, was adjusted and the algorithm revised accordingly. The results showed that the vast majority of the calculated carriage weights fell within %5% of their true, statically-weighed values. The sensitivity of the method to the calibration methods was then assessed using regression models, trained by di%erent combinations of calibration trains.</dc:description><dc:publisher>MDPI</dc:publisher><dc:date>2020</dc:date><dc:date>2023-03-01 14:36:44</dc:date><dc:type>Neznano</dc:type><dc:identifier>16327</dc:identifier><dc:language>sl</dc:language><dc:rights>© 2020 by the authors. Licensee MDPI, Basel, Switzerland.</dc:rights></rdf:Description></rdf:RDF>
