Prikaz osnovnih podataka o dokumentu
Traffic-induced vibrations of frame structures
dc.creator | Nefovska-Danilović, Marija | |
dc.creator | Petronijević, Mira | |
dc.creator | Savija, Branko | |
dc.date.accessioned | 2019-04-19T14:19:11Z | |
dc.date.available | 2019-04-19T14:19:11Z | |
dc.date.issued | 2013 | |
dc.identifier.issn | 0315-1468 | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/479 | |
dc.description.abstract | Using the spectral element method (SEM), a 2-D numerical model of multi-storey frame structures has been developed. The model has been used to predict traffic-induced vibrations of two, six, and twelve-story concrete buildings measured along the route of a future metro line in Belgrade, the capital of Serbia. Vibration simulations of the six-storey frame match satisfactorily the measured dynamic response. However, there is a difference between numerical simulation and the actual measurements for the two-storey and twelve-story buildings. The results indicate a great potential of the proposed SEM to simulate ground-induced vibrations of frame buildings. However, more complex structural models should be developed to better replicate actual situations. | en |
dc.relation | info:eu-repo/grantAgreement/MESTD/Technological Development (TD or TR)/36046/RS// | |
dc.rights | restrictedAccess | |
dc.source | Canadian Journal of Civil Engineering | |
dc.subject | traffic-induced vibrations | en |
dc.subject | spectral elements | en |
dc.subject | frequency domain | en |
dc.subject | SEM modeling | en |
dc.title | Traffic-induced vibrations of frame structures | en |
dc.type | article | |
dc.rights.license | ARR | |
dc.citation.epage | 171 | |
dc.citation.issue | 2 | |
dc.citation.other | 40(2): 158-171 | |
dc.citation.rank | M23 | |
dc.citation.spage | 158 | |
dc.citation.volume | 40 | |
dc.identifier.doi | 10.1139/cjce-2011-0247 | |
dc.identifier.scopus | 2-s2.0-84874848240 | |
dc.identifier.wos | 000316056500007 | |
dc.type.version | publishedVersion |
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