Improving the Compatibility of Vehicles and Roadside Safety Hardware (2004)

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Bibliography-1 Bibliography [1] R.W. Anderson, Roadside safety research - a crisis, 27th Annual Proceedings, American Association for Automotive Medicine (1983), 437. [2] Roger P. Bligh, Assessment of vehicle characteristics, Tech. report, Texas Transportation Institute, Washington, DC, 2001. [3] M.E. Bronstad, Guardrail ends, 27th Annual Proceedings, American Association for Automotive Medicine (1983), 389. [4] M.E. Bronstad, L.R. Calcote, and K.L. Hancock, Effects of changes in effective rail height on barrier performance, volume 1, Research report, U.S. Department of Transportation, Federal Highway Administration, 1987. [5] M.E. Bronstad, J.D. Michie, and L.R. Calcote, Bridge rail designs and performance standards, volume i: Research report, Tech. re-port, Department of Transportation, Federal Highway Administration, 1987. [6] M.E. Bronstad, J.D. Michie, and J.D. Mayer, Performance of longitudinal traffic barriers, Tech. report, National Cooperative Highway Research Program Report, Transportation Research Board, 1987. [7] C.E. Buth, T.J. Hirch, and W.L. Menges, Testing of new bridge rail and transition designs, volume i: Technical report, Tech. report, U.S. Department of Transportation, Federal Highway Administration,1993. [8] J.F. Carney, C.E. Dougan, and E.C. Lohrey, NCHRP report 350 crash test results for Connecticut truck-mounted attenuator, Transportation Research Record (1996), no. 1528, 52. [9] J.F. Carney, M.I. Faramawi, and S. Chatterjee, Development of reusable high-molecular-weight- high density polyethylene crash cushions, Transportation Research Record (1996), no. 1528, 11. [10] F. Council and J. Stewart, Development of severity indices for roadside objects, Draft Final Report FHWA-RD-95-165, FHWA, 1995.

Bibliography-2 [11] R.K. Faller, K. Soyland, and D.L. Sicking, Approach guardrail transition for single-slope concrete barriers, Transportation Research Record (1996), no. 1528, 97. [12] B. Fildes, Vehicle compatibility and aggressivity: A discussion paper of the issues, 2nd International Conference on Accident Investigation, Reconstruction, Interpretation and the Law (AIRIL) (1997). [13] National Center for Statistics Analysis, National automotive sampling system/crashworthiness data systems (NASS/CDS) coding manual, Tech. report, National Highway Traffic Safety Administration, Washington, DC, 2002. [14] H.C. Gabler and W.T. Hollowell, NHTSA’s vehicle aggressivity and compatibility research program, 16th International Technical Conference on the Enhanced Safety of Vehicles (1998), no. 98-s3-O-01. [15] D.L. Glauz, R.L. Stoughton, and J.J. Folsom, Crash tests of a retrofit thrie beam bridge rail and transition, Transportation Research Record (1991), no. 1302, 1. [16] T.J. Hirsch, Introduction to roadside crash force concepts, 27th Annual Proceedings, American Associates for Automotive Medicine(1983), 443. [17] T.J. Hirsch and C.E. Buth, Aesthetically pleasing combination pedestrian-traffic bridge rail, Transportation Research Record (1992),no. 1367, 26. [18] J.C. Holloway, R.K. Faller, and B.G. Pfeifer, Performance level 2 tests on the Missouri 30-in. new jersey safety-shape bridge rail, Transportation Research Record (1992), no. 1367, 1. [19] J.C. Holloway, D.L. Sicking, and R.K. Faller, Reduced-height performance level 2 bridge rail, Transportation Research Record (1996), no. 1528, 116. [20] W. Hughes, D. Reinfurt, Yohanan, M. Rouchon, and H. McGee, New and emerging technologies for improved accident data collection, Tech. Report FHWA-RD-92-097, FHWA, 1993. [21] W.W. Hunter and F. Council, Future of real world roadside safety data, Transportation Research CIRCULAR (1996), no. 453, 38–53. [22] K. Mak, H. Ross, E. Buth, and L. Griffin, Severity measures for road-side objects and features, Tech. report, FHWA, Washington, D.C., 1985.

Bibliography-3 [23] K.K. Mak and D.L. Sicking, Rollover caused by concrete safety shaped barrier, volume i - technical report, Tech. report, U.S. Department of Transportation, Federal Highway Administration, 1989. [24] L.C. Meczkowski, Evaluation of improvements to breakaway cable terminals, Tech. report, U.S. Department of Transportation, Federal Highway Administration, 1991. [25] J. Michie, Recommended procedure for the safety performance evaluation of highway appurtenances, Tech. report, National Cooperative Highway Research Program, 1981. [26] J.D. Michie and M.E. Bronstad, Trucks and buses: Roadside safety considerations, 27th Annual Proceedings, American Association for Automotive Medicine (1983), 375. [27] Ted R. Miller, Costs and functional consequences of U.S. roadway crashes, Accident Analysis and Prevention 25 (1993), no. 5, 593–607. [28] NHTSA, Fatality analysis reporting system, Tech. report, National Highway Traffic Safety Administration, Washington, DC, 1999. [29] E. Olugbenga, W. Hunter, M. Bronstad, F. Council, R. Stewart, and K. Hancock, An analysis of guardrail and median barrier accidents using the longitudinal barrier special studies lbss file, (1994),no. FHWA-RD-92-098. [30] B.G. Pfiefer, J.C. Holloway, R.K. Faller, and E.R. Post, Full-scale crash tests on a luminaire support 4-bolt slipbase design, Transportation Research Record (1992), no. 1367, 13. [31] B.G. Pfiefer and D.L. Sicking, Development of metal-cutting guardrail terminal, Transportation Research Record (1996), no. 1528,1. [32] M.H. Ray and J.F. Carney, Side impact crash testing of roadside structures, Tech. report, U.S. Department of Transportation, Federal Highway Administration, 1993. [33] M.H. Ray, J.D. Michie, and W.W. Hunter, Evaluation of design analysis procedures and acceptance criteria for roadside hardware, volume v: Hazards of the redirected car, Tech. report, U.S. Department of Transportation, Federal Highway Administration, 1988. [34] J.D. Reid, Dual-support breakaway sign with modified fuse plate and multidirectional slip base, Transportation Research Record (1996), no. 1528, 61.

Bibliography-4 [35] H. Ross, Evolution of roadside safety, TRB Circular (1995), no. 435. [36] H.E. Ross, W.L. Menges, and D.L. Bullard, NCHRP report 350 compliance tests of the et-2000, Transportation Research Record (1996), no. 1528, 28. [37] H.E. Ross, H.S. Perera, and D.L. Sicking, Roadside safety design for small vehicles, Tech. report, National Cooperative Highway Research Program Report, Transportation Research Board, 1989. [38] H.E Ross, D.L. Sicking, R.A. Zimmer, and J.D. Michie, NCHRP report350: Recommended procedures for the safety performance evaluation of highway features, Tech. report, National Cooperative Highway Research Program Report, Transportation Research Board, 1993. [39] R.R. Samaha, L. Molino, and M.R. Maltese, Comparative performance testing of passenger cars relative to fmvss 214 and the eu96/ec/27 side impact regulations: Phase i, 16th International Technical Conference on the Enhanced Safety of Vehicles (1998), no. 98-s3-O-08. [40] D.A. Schauer, C.G. Hoover, and G.J. Kay, Crashworthiness simulations with dyna3d, Transportation Research Record (1996), no. 1528, 124. [41] L.A. Troxel, M.H. Ray, and J.F. Carney, Side impact collisions with roadside obstacles, Transportation Research Record (1991), no. 1302, 32. [42] W.T. VanWagoner, Highway safety appurtenances - successes and failures, 27th Annual Proceedings, American Association for Automotive Medicine (1983), 337. [43] J. Viner, F. Council, and J. Stewart, Frequency and severity of crashes involving roadside safety hardware by vehicle type, TRB Record (1994), no. 1468. [44] J.G. Viner, Implications of small cars on roadside safety, 27th Annual Proceedings, American Association for Automotive Medicine(1983), 357. [45] Rollovers on sideslopes and ditches, 38th Annual Proceedings, Association for the Advancement of Automotive Medicine (1994), 253. [46] A.E. Wright and M.H. Ray, Characterizing guardrail steel forls-dyna3d simulations, Transportation Research Record (1996), no. 1528, 138.