Design and Analysis of Approach Terminal Sections Using Simulation

Author:

Reid John D.1,Sicking Dean L.2,Paulsen Gene W.3

Affiliation:

1. Asst. Prof., Mech. Engrg., Univ. of Nebraska-Lincoln, 255 WSEC, Lincoln, NE 68588.

2. Asst. Prof., Civ. Engrg., Univ. of Nebraska-Lincoln, W340 NH, Lincoln, NE.

3. Grad. Res. Asst., Mech. Engrg., Univ. of Nebraska-Lincoln, 255 WSEC, Lincoln, NE.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Reference12 articles.

1. Faller R. K. Holloway J. C. Rosson B. T. Pfeifer B. G. and Luedke J. K. (1992). “Safety performance evaluation on the Nebraska turned-down approach terminal section.” Transp. Rep. No. TRP-03-32-92 Midwest Roadside Safety Facility Univ. of Nebraska Lincoln Nebr.

2. Hallquist J. O. Stillman D. W. and Lin T. (1993). LS-DYNA3D User's Manual . Livermore Software Technology Corporation Livermore Calif.

3. Hinch J. A. Owings R. P. and Manhard G. A. (1984). “Safety modifications of turned-down guardrail terminals.” Final Rep . Vol. II—Tech. Rep. to the Fed. Hwy. Admin. Ofc. of Res . Devel. and Technol . Performing Agency: ENSCO INC. Springfield Va.

4. Hirsch T. J. Buth C. E. Nixon J. F. Hustace D. and Cooner H. (1977). “Eliminating vehicle rollovers on turned-down guardrail terminals.” Transp. Res. Rec. 631 Transportation Research Board Washington D.C. 68–76.

5. Khalil T. B. and King A. I. eds. (1989). “Crashworthiness and occupant protection in transportation systems.” Proc . AMD Symp. Ser. ASME Appl. Mech. Div . 106 BED 13 ASME New York N.Y.

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