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- W1964445260 abstract "Because of overloading usually occur in highway in China today, it is found that the traffic load and the load effects given by Specification for Inspection and Evaluation of Load‐bearing Capacity of Highway Bridge[1] cannot be adequately estimated. Especially, the extreme values in a service period can not be predicted. In this paper, a model is first developed for a better estimation of the actual traffic flow, as well as the service load effect level of a bridge. Based on a five‐day collection data of the vehicle samples passing through the exit of Guangyuan to Shahe of the North‐Ring Highway in Guangzhou, The Qiaole Bridge of the highway is taken as an example to illustrate the assessment model. Then, a threshold model is applied to estimate the tail distribution of the maximum load effect of a fleet. And threshold point process is used to infer the maximum value distribution for prediction of the load effect level of the bridge in a future time period. Finally, a 0.95 quantile is obtained to compare with the result given by specification[1]. The results show that the assessment method proposed in this paper is valid and feasible." @default.
- W1964445260 created "2016-06-24" @default.
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- W1964445260 date "2010-01-01" @default.
- W1964445260 modified "2023-10-12" @default.
- W1964445260 title "A Study on Assessment Method of Traffic Load Effect of Bridge in Service" @default.
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- W1964445260 doi "https://doi.org/10.1063/1.3452078" @default.
- W1964445260 hasPublicationYear "2010" @default.
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