Probability Based Load Models of Highway Traffic for ULS and SLS Analyses

Author(s):  
Rolf Bez ◽  
Manfred A. Hirt
Keyword(s):  
1991 ◽  
Vol 1 (2) ◽  
pp. 37-42 ◽  
Author(s):  
Rolf Bez ◽  
Manfred A. Hirt
Keyword(s):  

Author(s):  
Steve Rhodes ◽  
Philip Icke ◽  
Paul Lyons

<p>Highway bridge design and assessment (rating) requires the application of notional traffic load models, with the most onerous load patterns being determined using influence surfaces. Software speeds the process of obtaining critical traffic load effects. This paper compares the requirements of – and load effects arising from – AS5100, the NZ Transport Agency Bridge Manual and other international Codes including those used in the US, UK, Canada, China, and the Eurocode.</p>


2007 ◽  
Vol 35 (2) ◽  
pp. 70-93
Author(s):  
Marion G. Pottinger ◽  
Joseph D. Walter ◽  
John D. Eagleburger

Abstract The Congress of the United States petitioned the Transportation Research Board of the National Academy of Sciences to study replacement passenger car tire rolling resistance in 2005 with funding from the National Highway Traffic Safety Administration. The study was initiated to assess the potential for reduction in replacement tire rolling resistance to yield fuel savings. The time required to realize these savings is less than the time required for automotive and light truck fleet replacement. Congress recognized that other factors besides fuel savings had to be considered if the committee’s advice was to be a reasonable guide for public policy. Therefore, the study simultaneously considered the effect of potential rolling resistance reductions in replacement tires on fuel consumption, wear life, scrap tire generation, traffic safety, and consumer spending for tires and fuel. This paper summarizes the committee’s report issued in 2006. The authors, who were members of the multidisciplinary committee, also provide comments regarding technical difficulties encountered in the committee’s work and ideas for alleviating these difficulties in further studies of this kind. The authors’ comments are clearly differentiated so that these comments will not be confused with findings, conclusions, and recommendations developed by the committee and contained in its final report.


1981 ◽  
Vol 9 (1) ◽  
pp. 19-25 ◽  
Author(s):  
G. S. Ludwig ◽  
F. C. Brenner

Abstract Belted bias and radial Course Monitoring Tires were run over the National Highway Traffic Safety Administration tread wear course at San Angelo on a vehicle instrumented to measure lateral and longitudinal accelerations, speed, and number of wheel rotations. The data were recorded as histograms. The distribution of speed, the distributions of lateral and longitudinal acceleration, and the number of acceleration level crossings are given. Acceleration data for segments of the course are also given.


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