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Volumn , Issue 1809, 2002, Pages 32-41

Dynamic stress response of concrete pavements to moving tandem-axle loads

Author keywords

[No Author keywords available]

Indexed keywords

AXLES; COMPUTER SIMULATION; DAMPING; DYNAMIC MECHANICAL ANALYSIS; DYNAMIC RESPONSE; ELASTIC MODULI; FOUNDATIONS; FOURIER TRANSFORMS; NUMERICAL ANALYSIS; STRESS ANALYSIS; STRESS CONCENTRATION; STRUCTURAL LOADS;

EID: 0036966898     PISSN: 03611981     EISSN: None     Source Type: Journal    
DOI: 10.3141/1809-04     Document Type: Article
Times cited : (17)

References (13)
  • 1
    • 0002569686 scopus 로고
    • Stresses in concrete pavements computed by theoretical analysis
    • Westergaard, H. M. Stresses in Concrete Pavements Computed by Theoretical Analysis. Public Roads, Vol. 7, 1925, pp. 25-35.
    • (1925) Public Roads , vol.7 , pp. 25-35
    • Westergaard, H.M.1
  • 3
    • 0027886225 scopus 로고
    • Use of a three-dimensional, dynamic finite element program for analysis of flexible pavement
    • TRB, National Research Council, Washington, D.C.
    • Zaghloul, S., and T. White. Use of a Three-Dimensional, Dynamic Finite Element Program for Analysis of Flexible Pavement. in Transportation Research Record 1388, TRB, National Research Council, Washington, D.C., 1993, pp. 60-69.
    • (1993) Transportation Research Record 1388 , pp. 60-69
    • Zaghloul, S.1    White, T.2
  • 6
    • 0033686980 scopus 로고    scopus 로고
    • Response of rigid pavements due to vehicle-road interaction
    • Liu, C., B. F. McCullough, and H. S. Oey. Response of Rigid Pavements due to Vehicle-Road Interaction. Journal of Transportation Engineering, Vol. 126, No. 3, 2000, pp. 237-242.
    • (2000) Journal of Transportation Engineering , vol.126 , Issue.3 , pp. 237-242
    • Liu, C.1    McCullough, B.F.2    Oey, H.S.3
  • 7
    • 0004084704 scopus 로고
    • Dynamic nondestructive testing of pavements
    • Report GR95-4. Geotechnical Engineerig Center, University of Texas at Austin
    • Foinquinos, R., and J. M. Roesset. Dynamic Nondestructive Testing of Pavements. Report GR95-4. Geotechnical Engineerig Center, University of Texas at Austin, 1995.
    • (1995)
    • Foinquinos, R.1    Roesset, J.M.2
  • 8
    • 0003514486 scopus 로고    scopus 로고
    • Dynamic response of pavement systems to moving loads
    • Report GR97-4. Geotechnical Engineering Center, University of Texas at Austin
    • Kim, S. M., and J. M. Roesset. Dynamic Response of Pavement Systems to Moving Loads. Report GR97-4. Geotechnical Engineering Center, University of Texas at Austin, 1997.
    • (1997)
    • Kim, S.M.1    Roesset, J.M.2
  • 9
    • 3643109364 scopus 로고    scopus 로고
    • Moving loads on a plate on elastic foundation
    • Kim, S. M., and J. M. Roesset. Moving Loads on a Plate on Elastic Foundation. Journal of Engineering Mechanics, Vol. 124, No. 9, 1998, pp. 1010-1016.
    • (1998) Journal of Engineering Mechanics , vol.124 , Issue.9 , pp. 1010-1016
    • Kim, S.M.1    Roesset, J.M.2
  • 10
    • 13044273157 scopus 로고
    • Frequency domain analysis of undamped systems
    • Kausel, E., and J. M. Roesset. Frequency Domain Analysis of Undamped Systems. Journal of Engineering Mechanics, Vol. 118, No. 4, 1992, pp. 721-732.
    • (1992) Journal of Engineering Mechanics , vol.118 , Issue.4 , pp. 721-732
    • Kausel, E.1    Roesset, J.M.2
  • 11
    • 0012839454 scopus 로고
    • Dimensional analysis of the mobile load simulator action on pavements
    • Report 2914-1F. Center for Transportation Research, University of Texas at Austin
    • Kim, S. M., J. M. Roesset, T. D. White, and F. Hugo. Dimensional Analysis of the Mobile Load Simulator Action on Pavements. Report 2914-1F. Center for Transportation Research, University of Texas at Austin, 1995.
    • (1995)
    • Kim, S.M.1    Roesset, J.M.2    White, T.D.3    Hugo, F.4
  • 13
    • 0004074412 scopus 로고    scopus 로고
    • Common characteristics of good and poorly performing PCC pavements
    • Report FHWA-RD-97-131, FHWA, U.S. Department of Transportation
    • Khazanovich, L., M. Darter, R. Bartlett, and T. McPeak. Common Characteristics of Good and Poorly Performing PCC Pavements. Report FHWA-RD-97-131, FHWA, U.S. Department of Transportation, 1998.
    • (1998)
    • Khazanovich, L.1    Darter, M.2    Bartlett, R.3    McPeak, T.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.