Calibration of Live-Load Factor in LRFD Bridge Design Specifications Based on State-Specific Traffic Environments
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Oh-Sung Kwon | Eungsoo Kim | Sarah Orton | Eungsoo Kim | O. Kwon | S. Orton
[1] John W. van de Lindt,et al. LRFD Load Calibration for State of Michigan Trunkline Bridges , 2006 .
[2] Richard Cowan,et al. Useful headway models , 1975 .
[3] John W. van de Lindt,et al. Locality of Truck Loads and Adequacy of Bridge Design Load , 2005 .
[4] Andrzej S. Nowak,et al. SIMULATION OF DYNAMIC LOAD FOR BRIDGES , 1991 .
[5] G. Box,et al. On the Experimental Attainment of Optimum Conditions , 1951 .
[6] Jian Rong,et al. Driver's Preferred Time Headway Selection: Experimental Findings , 2002 .
[7] Hani A. Salim,et al. Calibration of the live load factor in LRFD design guidelines : [revised]. , 2010 .
[8] Andrzej S. Nowak,et al. CALIBRATION OF LRFD BRIDGE DESIGN CODE , 1999 .
[9] Michel Ghosn,et al. Protocols for Collecting and Using Traffic Data in Bridge Design , 2008 .
[10] Partha Pratim Dey,et al. Desired Time Gap and Time Headway in Steady-State Car-Following on Two-Lane Roads , 2009 .
[11] E. Gumbel,et al. Statistics of extremes , 1960 .
[12] M Chang,et al. DEVELOPMENT OF CAPACITY ESTIMATION METHOD FROM STATISTICAL DISTRIBUTION OF OBSERVED TRAFFIC FLOW , 2000 .