<?xml version="1.0"?><rdf:RDF xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:edm="http://www.europeana.eu/schemas/edm/" xmlns:wgs84_pos="http://www.w3.org/2003/01/geo/wgs84_pos" xmlns:foaf="http://xmlns.com/foaf/0.1/" xmlns:rdaGr2="http://rdvocab.info/ElementsGr2" xmlns:oai="http://www.openarchives.org/OAI/2.0/" xmlns:owl="http://www.w3.org/2002/07/owl#" xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:ore="http://www.openarchives.org/ore/terms/" xmlns:skos="http://www.w3.org/2004/02/skos/core#" xmlns:dcterms="http://purl.org/dc/terms/"><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-R7EEIVZ3/7350a9e6-1518-493a-ba6c-5fc476f1ab3d/PDF"><dcterms:extent>2469 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-R7EEIVZ3/2ed9cb2d-590e-4643-b9b0-b2501fb0fd43/TEXT"><dcterms:extent>32 KB</dcterms:extent></edm:WebResource><edm:TimeSpan rdf:about="1999-2025"><edm:begin xml:lang="en">1999</edm:begin><edm:end xml:lang="en">2025</edm:end></edm:TimeSpan><edm:ProvidedCHO rdf:about="URN:NBN:SI:DOC-R7EEIVZ3"><dcterms:isPartOf rdf:resource="https://www.dlib.si/details/URN:NBN:SI:spr-6QOUKQ9A" /><dcterms:issued>2013</dcterms:issued><dc:creator>Jovanović, Miomir</dc:creator><dc:creator>Radoičić, Goran</dc:creator><dc:format xml:lang="sl">številka:4</dc:format><dc:format xml:lang="sl">letnik:59</dc:format><dc:format xml:lang="sl">str. 260-268, SI 46</dc:format><dc:identifier>ISSN:0039-2480</dc:identifier><dc:identifier>COBISSID:12840987</dc:identifier><dc:identifier>URN:URN:NBN:SI:doc-R7EEIVZ3</dc:identifier><dc:language>en</dc:language><dc:publisher xml:lang="sl">Association of Mechanical Engineers and Technicians of Slovenia et al.</dc:publisher><dc:publisher xml:lang="sl">Zveza strojnih inženirjev in tehnikov Slovenije et al.</dc:publisher><dcterms:isPartOf xml:lang="sl">Strojniški vestnik</dcterms:isPartOf><dc:subject xml:lang="sl">dinamični odgovor</dc:subject><dc:subject xml:lang="sl">koeficient dušenja</dc:subject><dc:subject xml:lang="en">large amplitude</dc:subject><dc:subject xml:lang="sl">palična konstrukcija</dc:subject><dc:subject xml:lang="sl">stolpni žerjavi</dc:subject><dc:subject xml:lang="en">structural damping</dc:subject><dc:subject xml:lang="sl">strukturno dušenje</dc:subject><dc:subject xml:lang="en">tower crane</dc:subject><dc:subject xml:lang="en">transient response</dc:subject><dc:subject xml:lang="en">truss structure</dc:subject><dc:subject xml:lang="sl">velika amplituda</dc:subject><dcterms:temporal rdf:resource="1999-2025" /><dc:title xml:lang="sl">Experimental identification of overall structural damping of system|</dc:title><dc:description xml:lang="sl">The dynamic behaviour of large and complex structures largely depends on damping resistance in the structure. A portion of the structural energy is lost to deformations in material, friction between the contact surfaces, and relative motion within the structure. Often, in an analysis of numerical models, before the dynamic analysis of transient events (transient analysis), the damping resistance is adopted on the basis of recommendations, which implies an error of transient response (introduced by frequencies, logarithmic decrements and maximal amplitudes). Decreasing amortized vibratory movement is dependent on the extent of the structural damping. This paper presents the importance of structural damping in structural analysis and shows the experimental and theoretical procedure for identifying G values of the structural damping coefficient. A model for determining the G coefficient is shown in the example of a real tower crane structure. The experimentally obtained values were then used in the transient numerical FEM analysis, as the basis for adopting the conclusions about the dynamic behaviour of this class of structures (transportation machines). The effect of the external perturbation force of trapezoidal impulse form (lifting and quickly lowering of load) is introduced and the dynamic task, as an example of the use of the G coefficient G, is solved. The experimentally determined damping (theoretically isolated for tall truss structures) can be used in similar transient analyses</dc:description><edm:type>TEXT</edm:type><dc:type xml:lang="sl">znanstveno časopisje</dc:type><dc:type xml:lang="en">journals</dc:type><dc:type rdf:resource="http://www.wikidata.org/entity/Q361785" /></edm:ProvidedCHO><ore:Aggregation rdf:about="http://www.dlib.si/?URN=URN:NBN:SI:DOC-R7EEIVZ3"><edm:aggregatedCHO rdf:resource="URN:NBN:SI:DOC-R7EEIVZ3" /><edm:isShownBy rdf:resource="http://www.dlib.si/stream/URN:NBN:SI:DOC-R7EEIVZ3/7350a9e6-1518-493a-ba6c-5fc476f1ab3d/PDF" /><edm:rights rdf:resource="http://rightsstatements.org/vocab/InC/1.0/" /><edm:provider>Slovenian National E-content Aggregator</edm:provider><edm:intermediateProvider xml:lang="en">National and University Library of Slovenia</edm:intermediateProvider><edm:dataProvider xml:lang="sl">Univerza v Ljubljani, Fakulteta za strojništvo</edm:dataProvider><edm:object rdf:resource="http://www.dlib.si/streamdb/URN:NBN:SI:DOC-R7EEIVZ3/maxi/edm" /><edm:isShownAt rdf:resource="http://www.dlib.si/details/URN:NBN:SI:DOC-R7EEIVZ3" /></ore:Aggregation></rdf:RDF>