메뉴 건너뛰기




Volumn 15, Issue 2, 2010, Pages 210-213

Importance of the tail in truck weight modeling for bridge assessment

Author keywords

Assessment; Bridge; Bridges; Load effect; Load factors; Loading; Semiparametric; Simulation; Tail; Traffic; Trucks; Weigh in motion; Weight; WIM

Indexed keywords

ASSESSMENT; LOAD EFFECT; LOAD EFFECTS; LOAD FACTORS; SEMIPARAMETRIC; WEIGH IN MOTION;

EID: 77149162376     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000043     Document Type: Article
Times cited : (61)

References (12)
  • 2
    • 0343557603 scopus 로고    scopus 로고
    • ENV1991-Part 3: Traffic loads on bridges; Calibration of load models for road bridges
    • ", IABSE-AIPC-IVBH, Delft, The Netherlands
    • Bruls, A., Croce, P., Sanpaolesi, L., and Sedlacek, G. (1996). " ENV1991-Part 3: Traffic loads on bridges; calibration of load models for road bridges.." Proc., IABSE Colloquium, IABSE-AIPC-IVBH, Delft, The Netherlands, 439-453.
    • (1996) Proc., IABSE Colloquium , pp. 439-453
    • Bruls, A.1    Croce, P.2    Sanpaolesi, L.3    Sedlacek, G.4
  • 3
    • 44449134626 scopus 로고    scopus 로고
    • Characteristic traffic load effects from a mixture of loading events on short to medium span bridges
    • DOI 10.1016/j.strusafe.2006.11.006, PII S0167473006000853
    • Caprani, C. C., O'Brien, E. J., and McLachlan, G. J. (2008). " Characteristic traffic load effects from a mixture of loading events on short to medium span bridges.." Struct. Saf., 30 (5), 394-404. 10.1016/j.strusafe. 2006.11.006 0002-7820 (Pubitemid 351753659)
    • (2008) Structural Safety , vol.30 , Issue.5 , pp. 394-404
    • Caprani, C.C.1    OBrien, E.J.2    McLachlan, G.J.3
  • 6
    • 33644943336 scopus 로고    scopus 로고
    • EC1.. "." Eurocode 1, EN 1991-2:2003, European Committee for Standardization, Brussels
    • EC1. (2003). " Actions on structures. Part 2: Traffic loads on bridges.." Eurocode 1, EN 1991-2:2003, European Committee for Standardization, Brussels.
    • (2003) Actions on Structures. Part 2: Traffic Loads on Bridges
  • 7
    • 21244442798 scopus 로고    scopus 로고
    • Extreme traffic loads on road bridges and target values of their effects for code calibration
    • IABSE, Zurich, Switzerland
    • Flint, A. R., and Jacob, B. (1996). " Extreme traffic loads on road bridges and target values of their effects for code calibration.." Proc., IABSE Colloquium, IABSE, Zurich, Switzerland, 469-478.
    • (1996) Proc., IABSE Colloquium , pp. 469-478
    • Flint, A.R.1    Jacob, B.2
  • 8
    • 0012605392 scopus 로고
    • Canadian highway bridge evaluation: Load and resistance factors
    • " 0315-1468,. 10.1139/l92-108
    • Kennedy, D. J. L., Gagnon, D. P., Allen, D. E., and MacGregor, J. G. (1992). " Canadian highway bridge evaluation: Load and resistance factors.." Can. J. Civ. Eng. 0315-1468, 19, 992-1006. 10.1139/l92-108
    • (1992) Can. J. Civ. Eng. , vol.19 , pp. 992-1006
    • Kennedy, D.J.L.1    Gagnon, D.P.2    Allen, D.E.3    MacGregor, J.G.4
  • 9
    • 0027885515 scopus 로고
    • Live load model for highway bridges
    • 10.1016/0167-4730(93)90048-6 0167-4730
    • Nowak, A. S. (1993). " Live load model for highway bridges.." Struct. Saf., 13, 53-66. 10.1016/0167-4730(93)90048-6 0167-4730
    • (1993) Struct. Saf. , vol.13 , pp. 53-66
    • Nowak, A.S.1
  • 10
    • 0028381869 scopus 로고
    • Load model for bridge design code
    • 0315-1468
    • Nowak, A. S. (1994). " Load model for bridge design code.." Can. J. Civ. Eng. 0315-1468, 21, 36-49.
    • (1994) Can. J. Civ. Eng. , vol.21 , pp. 36-49
    • Nowak, A.S.1
  • 11
    • 21244445728 scopus 로고    scopus 로고
    • Traffic load modelling and factors influencing the accuracy of predicted extremes
    • DOI 10.1139/l04-092
    • O'Connor, A., and O'Brien, E. J. (2005). " Traffic load modeling and factors influencing the accuracy of predicted extremes.." Can. J. Civ. Eng. 0315-1468, 32 (1), 270-278. 10.1139/l04-092 (Pubitemid 40899776)
    • (2005) Canadian Journal of Civil Engineering , vol.32 , Issue.1 , pp. 270-278
    • O'Connor, A.1    O'Brien, E.J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.