2004
DOI: 10.1016/j.jweia.2004.06.002
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Accident assessment of vehicles on long-span bridges in windy environments

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Cited by 129 publications
(52 citation statements)
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“…It is known that in various adverse driving conditions, trucks are often involved in single-vehicle (SV) accidents in addition to multivehicle (MV) accidents (Chen and Chen, 2010;Baker, 1991;Chen and Cai, 2004). Although the absolute number of SV accidents is often lower than that of MV accidents, SV accidents usually result in more serious injury (The National Academies, 2006).…”
Section: Introductionmentioning
confidence: 99%
“…It is known that in various adverse driving conditions, trucks are often involved in single-vehicle (SV) accidents in addition to multivehicle (MV) accidents (Chen and Chen, 2010;Baker, 1991;Chen and Cai, 2004). Although the absolute number of SV accidents is often lower than that of MV accidents, SV accidents usually result in more serious injury (The National Academies, 2006).…”
Section: Introductionmentioning
confidence: 99%
“…The vehicle type and the vehicle distribution should be representative of the actual traffic load anticipated. In the absence of real traffic flow information though, the common practice when analyzing the vehicle-bridge interaction, is to use solely one type of vehicle, alone or as a series of identical vehicles (Guo and Xu 2001;Cai and Chen 2004;Chen and Cai 2004). Similarly, the present study assumes that vehicles running on the bridge have the same truck geometry, gross vehicle weight, axle spacing and number of axles.…”
Section: The Assumed Vehiclementioning
confidence: 99%
“…In general, the road roughness condition (RRC) affects significantly the vehicle response, and less so, the response of the bridge (Wang and Huang 1992;Xu and Guo 2003;Chen and Cai 2004;Cai and Chen 2004;Zhang and Cai 2011;Zhang and Yuan 2014). Figure 5 illustrates the response of the vehicle-bridge interacting system, for three cases: (1) without considering the RRC (black line), (2) for 'very good' RRC (grey line), and (3) for 'good' RRC (black line with circles).…”
Section: The Effect Of Road Roughnessmentioning
confidence: 99%
“…The fluid mass m f = L 0 ρh(x, t) dx is independent of time. This pivoting TLD setup is of interest to engineers, because it is a good mechanism for suppressing torsional vibrations on bridges caused by aerodynamic effects (Xue et al, 2000;Chen et al, 2008), which are a danger to high sided vehicles (Chen and Cai, 2004).…”
Section: Introductionmentioning
confidence: 99%