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dc.contributor.authorYang, Judy P.en_US
dc.contributor.authorChen, Bo-Howen_US
dc.date.accessioned2018-08-21T05:53:30Z-
dc.date.available2018-08-21T05:53:30Z-
dc.date.issued2018-04-01en_US
dc.identifier.issn0219-4554en_US
dc.identifier.urihttp://dx.doi.org/10.1142/S0219455418500566en_US
dc.identifier.urihttp://hdl.handle.net/11536/144773-
dc.description.abstractThe dynamic response of a moving vehicle has been utilized to extract the frequencies of the supporting bridge. In most previous studies, the vehicle was modeled as a single-degree-of-freedom sprung mass moving over a simple beam, which suffers from the drawback that the sprung mass may be affected by the vehicle motion. To overcome this drawback, this paper presents a two-mass vehicle model for extracting the bridge frequencies, which contains a sprung mass (vehicle body) and an unsprung mass (axle mass). By using the response of the unsprung mass, the bridge response can be more realistically extracted. The main findings of the present study are as follows: (1) the use of unsprung mass in the vehicle model can faithfully reveal the dynamic responses of both the vehicle and bridge, (2) the increase in the unsprung mass can effectively help the extraction of bridge frequencies, including the second frequency, (3) under high levels of road roughness, the proposed model can identify the bridge frequencies, while the single-mass model cannot, and (4) in the presence of vehicle damping, the proposed model can identify the bridge frequencies under high levels of road roughness without additional techniques of processing.en_US
dc.language.isoen_USen_US
dc.subjectVehicle-bridge interactionen_US
dc.subjectunsprung massen_US
dc.subjectsprung massen_US
dc.subjectroad surface roughnessen_US
dc.subjectvehicle dampingen_US
dc.titleTwo-Mass Vehicle Model for Extracting Bridge Frequenciesen_US
dc.typeArticleen_US
dc.identifier.doi10.1142/S0219455418500566en_US
dc.identifier.journalINTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICSen_US
dc.citation.volume18en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000428866000010en_US
Appears in Collections:Articles