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- W2357253448 abstract "This study was based on the information of operational traffic obtained from weight in motion(WIM) monitoring.First,according to number of axles and wheelbase,all the vehicles were divided into 14 types out of which 6 types were selected as the chief types of fatigue traffic loads.Then,the statistic distributions of characteristics of traffic-flow,including vehicle weight,vehicle spacing,traffic volume allocated to each lane,axle weight and wheelbase,were studied.Finally,vehicle loads models for the 6 types of vehicles mentioned above were derived from the distribution of axle weight and wheelbase based on the principle of equivalent fatigue damage.The models and the methodology proposed were applicable to similar conditions of fatigue traffic load study." @default.
- W2357253448 created "2016-06-24" @default.
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- W2357253448 date "2012-01-01" @default.
- W2357253448 modified "2023-09-28" @default.
- W2357253448 title "Statistic Model of Vehicle Loads for Highway Bridges" @default.
- W2357253448 hasPublicationYear "2012" @default.
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