The influence of pre-existing vibrations on the dynamic response of medium span bridges
|Title:||The influence of pre-existing vibrations on the dynamic response of medium span bridges||Authors:||Rattigan, Paraic
O'Brien, Eugene J.
|Permanent link:||http://hdl.handle.net/10197/2540||Date:||Jan-2009||Online since:||2010-11-04T16:47:15Z||Abstract:||Critical static bridge loading scenarios are often expressed in terms of the number of vehicles that are present on the bridge at the time of occurrence of maximum lifetime load effect. For example, 1-truck, 2-truck, 3-truck or 4-truck events usually govern the critical static loading cases in short and medium span bridges. However, the dynamic increment of load effect associated with these maximum static events may be assessed inaccurately if it is calculated in isolation of the rest of the traffic flow. In other words, a heavy vehicle preceding a critical loading case causes the bridge initial conditions of displacement and acceleration to be non zero when the critical combination of traffic arrives on the bridge. Failure to consider these pre-existing vibrations will result in inaccurate estimation of dynamic amplification. This paper explores these dynamic effects and, using statistical analyses outlines the relative importance of pre-existing vibrations in the assessment of total traffic load effects.||Funding Details:||Irish Research Council for Science, Engineering and Technology
|Type of material:||Journal Article||Publisher:||NRC Research Press / Presses scientifiques du CNRC||Journal:||Canadian Journal of Civil Engineering||Volume:||36||Issue:||1||Start page:||73||End page:||84||Keywords:||Bridge; Dynamic; Free vibration; Traffic loading||Subject LCSH:||Bridges--Live loads
|DOI:||10.1139/L08-104||Other versions:||http://dx.doi.org/10.1139/L08-104||Language:||en||Status of Item:||Peer reviewed|
|Appears in Collections:||Critical Infrastructure Group Research Collection|
Civil Engineering Research Collection
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