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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=17932"><dc:title>Comprehensive permanent remote monitoring system of a multi-span highway bridge</dc:title><dc:creator>Anžlin,	Andrej	(Avtor)
	</dc:creator><dc:creator>Bohinc,	Uroš	(Avtor)
	</dc:creator><dc:creator>Hekič,	Doron	(Avtor)
	</dc:creator><dc:creator>Kreslin,	Maja	(Avtor)
	</dc:creator><dc:creator>Kalin,	Jan	(Avtor)
	</dc:creator><dc:creator>Žnidarič,	Aleš	(Avtor)
	</dc:creator><dc:subject>permanent monitoring</dc:subject><dc:subject>structural health monitoring</dc:subject><dc:subject>bridge WIM</dc:subject><dc:subject>sensors</dc:subject><dc:subject>viaduct</dc:subject><dc:description>As part of the reconstruction of a multi-span viaduct on a Slovenian highway, a permanent remote monitoring system with over 200 sensors was established. Several parameters are monitored on different parts of the viaduct by means of temperature sensors, accelerometers, strain gauges, long-gauge deformation and Fibre Bragg Grating (FBG) sensors. In this way strains, frequencies and temperatures on external prestressed beam cables, carbon fibre rebarsused for the flexural strengthening of a deck overhang, pier caps and prestressed beams are measured and stored into the on-site central data acquisition system. This paper presents architecture of the permanent bridge monitoring system and preliminary results of the measurements.</dc:description><dc:publisher>Slovenian National Building and Civil Engineering Institute</dc:publisher><dc:date>2021</dc:date><dc:date>2024-01-22 14:12:18</dc:date><dc:type>Neznano</dc:type><dc:identifier>17932</dc:identifier><dc:language>sl</dc:language><dc:rights>© 2021 Slovenian National Building and Civil Engineering Institute</dc:rights></rdf:Description></rdf:RDF>
