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Volumn 124, Issue 5, 1998, Pages 546-549

CONTRACTION AND EXPANSION LOSSES THROUGH BRIDGE CONSTRICTIONS

Author keywords

[No Author keywords available]

Indexed keywords

HIGHWAY ADMINISTRATION; SUBROUTINES;

EID: 0032070768     PISSN: 07339429     EISSN: 19437900     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9429(1998)124:5(546)     Document Type: Article
Times cited : (21)

References (13)
  • 2
    • 3743095857 scopus 로고
    • Flow through openings in width constrictions
    • U.S. Geological Survey, Washington, D.C.
    • Davidian, J., Carrigan Jr., P. H., and Shen, J. (1962). "Flow through openings in width constrictions." Water Supply Paper 1369-D, U.S. Geological Survey, Washington, D.C.
    • (1962) Water Supply Paper 1369-D
    • Davidian, J.1    Carrigan, P.H.2    Shen, J.3
  • 3
    • 85190144378 scopus 로고
    • Flow transitions in bridge backwater analysis
    • Hydrologic Engrg. Ctr., U.S. Army Corps of Engineers, Davis, Calif.
    • "Flow transitions in bridge backwater analysis." (1995). Res. Document No. 42, Hydrologic Engrg. Ctr., U.S. Army Corps of Engineers, Davis, Calif.
    • (1995) Res. Document No. 42
  • 4
    • 0004412497 scopus 로고
    • Backwater effects of piers and abutments
    • Civil Engineering Section, Colorado State Univ., Fort ColIins, Colo.
    • Liu, H. K., Bradley, J. N., and Plate, E. J. (1957). "Backwater effects of piers and abutments." Rep. CER57HKLlO, Civil Engineering Section, Colorado State Univ., Fort ColIins, Colo.
    • (1957) Rep. CER57HKL10
    • Liu, H.K.1    Bradley, J.N.2    Plate, E.J.3
  • 5
    • 3743120355 scopus 로고
    • Hydraulic performance of bridges, Part I. Hydraulic efficiency of bridges, analysis of field data
    • U.S. Geological Survey, Washington, D.C.
    • Neely, B. L. (1966). "Hydraulic performance of bridges, Part I. Hydraulic efficiency of bridges, analysis of field data." Rep. Prepared for Mississippi State Highway Dept., U.S. Geological Survey, Washington, D.C.
    • (1966) Rep. Prepared for Mississippi State Highway Dept.
    • Neely, B.L.1
  • 6
    • 0003552345 scopus 로고
    • Hydrologic Engrg. Ctr. U.S. Army Corps of Engineers, Davis, Calif.
    • HEC-2 water surface profiles users manual. (1991). Hydrologic Engrg. Ctr., U.S. Army Corps of Engineers, Davis, Calif.
    • (1991) HEC-2 Water Surface Profiles Users Manual.
  • 9
    • 3743057978 scopus 로고
    • Bridge Planning and Design Div., General Directorate of State Highways, Yucetepe, Ankara, Turkey.
    • Project number 3648: Ekecik Bridge. (1982). Bridge Planning and Design Div., General Directorate of State Highways, Yucetepe, Ankara, Turkey.
    • (1982) Project Number 3648: Ekecik Bridge.
  • 10
    • 3743102492 scopus 로고
    • Bridge Planning and Design Div., General Directorate of State Highways, Yucetepe, Ankara, Turkey.
    • Project number 3786-A: Hitite Bridge. (1989). Bridge Planning and Design Div., General Directorate of State Highways, Yucetepe, Ankara, Turkey.
    • (1989) Project Number 3786-A: Hitite Bridge.
  • 11
    • 3743104702 scopus 로고
    • Bridge Planning and Design Div., General Directorate of State Highways, Yucetepe, Ankara, Turkey.
    • Project number 4073-A: Savrun Bridge. (1989). Bridge Planning and Design Div., General Directorate of State Highways, Yucetepe, Ankara, Turkey.
    • (1989) Project Number 4073-A: Savrun Bridge.
  • 12
    • 3743092463 scopus 로고
    • Bridge Planning and Design Div., General Directorate of State Highways, Yucetepe, Ankara, Turkey.
    • Project number 4129-A: Karginpinari Bridge. (1992). Bridge Planning and Design Div., General Directorate of State Highways, Yucetepe, Ankara, Turkey.
    • (1992) Project Number 4129-A: Karginpinari Bridge.
  • 13
    • 85190154552 scopus 로고
    • Bridge Planning and Design Div., General Directorate of State Highways, Yucetepe, Ankara, Turkey.
    • Project number 413J-A: Tomuk Bridge. (1992). Bridge Planning and Design Div., General Directorate of State Highways, Yucetepe, Ankara, Turkey.
    • (1992) Project Number 413J-A: Tomuk Bridge.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.