Simulation of collision loads to bridge supporting structures from heavy goods vehicle traffic on Swedish highways

Author(s):  
I Björnsson ◽  
S Thelandersson ◽  
F Carlsson
1972 ◽  
Vol 5 (2) ◽  
pp. 249-272
Author(s):  
Leslie Bernstein ◽  
Kenneth S. Keyes

2017 ◽  
Vol 13 (5) ◽  
pp. 467-490 ◽  
Author(s):  
Weibin Zhang ◽  
Yong Qi ◽  
Kristian Henrickson ◽  
Jinjun Tang ◽  
Yinhai Wang

IEEE Access ◽  
2021 ◽  
pp. 1-1
Author(s):  
Rakesh Shrestha ◽  
Rojeena Bajracharya ◽  
Shiho Kim

2021 ◽  
Vol 11 (1) ◽  
pp. 365-376
Author(s):  
Andrzej Bąkowski ◽  
Leszek Radziszewski

Abstract The study analyzed the parameters of vehicle traffic and noise on the national road in the section in the city from 2011 to 2016. In 2013–2014 this road was reconstructed. It was found that in most cases, the distribution of the tested variable was not normal. The median and selected percentiles of vehicle traffic parameters and noise were examined. The variability and type A uncertainty of the results were described and evaluated. The results obtained for the data recorded on working and non-working days were compared. The vehicle cumulative speed distributions, for two-way four-lane road segments in both directions were analyzed. A mathematical model of normalized traffic flow has been proposed. Fit factor R2 of the proposed equations to the experimental data for passenger vehicles ranges from 0.93 to 0.99. It has been shown that two years after the road reconstruction, the median noise level did not increase even though traffic volumes and vehicle speeds increased. The Cnossos noise model was validated for data recorded over a period of 6 years. A very good agreement of the medians determined according to the Cnossos-EU model and the measured ones was obtained. It should be noted, however, that for the other analyzed percentiles, e.g. 95%, the discrepancies are larger.


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