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Volumn 1, Issue 3, 1996, Pages 112-120

Stretching span capability of prestressed concrete bridges under AASHTO LRFD

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; DYNAMIC LOADS; LOAD LIMITS; PRESTRESSED CONCRETE; SAFETY FACTOR; SPECIFICATIONS; STRUCTURAL ANALYSIS;

EID: 0030216499     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(1996)1:3(112)     Document Type: Article
Times cited : (29)

References (18)
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    • Am. Assoc. of State Hwy. and Transp. Officials, 15th & 16th Eds., Washington, D.C.
    • AASHTO. (1992, 1996). Standard specifications for highway bridges. Am. Assoc. of State Hwy. and Transp. Officials, 15th & 16th Eds., Washington, D.C.
    • (1992) Standard Specifications for Highway Bridges
  • 2
    • 0003510443 scopus 로고
    • AASHTO, 1st Ed., Washington, D.C.
    • AASHTO. (1994). LRFD bridge design specifications. AASHTO, 1st Ed., Washington, D.C.
    • (1994) LRFD Bridge Design Specifications
  • 4
    • 5544265475 scopus 로고
    • Impact of LRFD specification on load distribution of prestressed concrete girders
    • Aswad, A., and Chen, Y. (1994). "Impact of LRFD specification on load distribution of prestressed concrete girders." PCI J., 39(5), 78-89.
    • (1994) PCI J. , vol.39 , Issue.5 , pp. 78-89
    • Aswad, A.1    Chen, Y.2
  • 6
    • 5544263795 scopus 로고
    • Structural behavior of a prestressed concrete box-beam bridge - Hazleton Bridge
    • Lehigh Univ., Bethlehem, Pa.
    • Chen, Y. L., and VanHorn, D. A. (1970). "Structural behavior of a prestressed concrete box-beam bridge - Hazleton Bridge." Fritz Engrg. Lab. Rep. No. 315A.1, Lehigh Univ., Bethlehem, Pa.
    • (1970) Fritz Engrg. Lab. Rep. No. 315A.1
    • Chen, Y.L.1    VanHorn, D.A.2
  • 7
    • 5544279400 scopus 로고
    • The evaluation of St. Venant torsional constants for prestressed concrete I-beam
    • Lehigh Univ., Bethlehem, Pa.
    • Eby, C. C., Kulicki, J. M., and Kostem, C. N. (1973). "The evaluation of St. Venant torsional constants for prestressed concrete I-beam." Fritz Engrg. Lab. Rep. No. 400.12, Lehigh Univ., Bethlehem, Pa.
    • (1973) Fritz Engrg. Lab. Rep. No. 400.12
    • Eby, C.C.1    Kulicki, J.M.2    Kostem, C.N.3
  • 8
    • 5544326826 scopus 로고
    • Lateral distribution of vehicular loads in a prestressed concrete box-beam bridge - White Haven Bridge
    • Lehigh Univ., Bethlehem, Pa.
    • Guilford, A. A., and VanHorn, D. A. (1968). "Lateral distribution of vehicular loads in a prestressed concrete box-beam bridge - White Haven Bridge. Fritz Engrg. Lab. Rep. No. 315.7, Lehigh Univ., Bethlehem, Pa.
    • (1968) Fritz Engrg. Lab. Rep. No. 315.7
    • Guilford, A.A.1    VanHorn, D.A.2
  • 10
    • 85033840913 scopus 로고
    • Metric/SI and PC conversion of BRUFEM and SALOAD systems
    • Dept. of Civ. Engrg., Univ. of Florida, Gainesville, Fla.
    • Hays, C. O., Consolazio, G. R., Hoit, M. I., Garcelon, J. H., and Moy, W. (1995). "Metric/SI and PC conversion of BRUFEM and SALOAD systems." Struct. Res. Rep. No. 95-1, Dept. of Civ. Engrg., Univ. of Florida, Gainesville, Fla.
    • (1995) Struct. Res. Rep. No. 95-1
    • Hays, C.O.1    Consolazio, G.R.2    Hoit, M.I.3    Garcelon, J.H.4    Moy, W.5
  • 11
    • 5544271197 scopus 로고
    • The effect of midspan diaphragms on load distribution in a prestressed concrete box-beam bridge - Philadelphia Bridge
    • Lehigh Univ., Bethlehem, Pa.
    • Lin, C. S., and VanHorn, D. A. (1968). "The effect of midspan diaphragms on load distribution in a prestressed concrete box-beam bridge - Philadelphia Bridge. Fritz Engrg. Lab. Rep. No. 315.6, Lehigh Univ., Bethlehem, Pa.
    • (1968) Fritz Engrg. Lab. Rep. No. 315.6
    • Lin, C.S.1    VanHorn, D.A.2
  • 12
    • 5544275836 scopus 로고
    • Theoretical analysis of load distribution in prestressed concrete box-beam bridges
    • Lehigh Univ., Bethlehem, Pa.
    • Motarjemi, D., and VanHorn, D. A. (1969). "Theoretical analysis of load distribution in prestressed concrete box-beam bridges.", Fritz Engrg. Lab. Rep. No. 315.9, Lehigh Univ., Bethlehem, Pa.
    • (1969) Fritz Engrg. Lab. Rep. No. 315.9
    • Motarjemi, D.1    VanHorn, D.A.2
  • 13
    • 85033846996 scopus 로고
    • Design specifications
    • Pennsylvania Dept. of Transp., Harrisburg, Pa.
    • PennDOT. (1993). "Design specifications." Design Manual Part 4. Vol. 1, Part B, Pennsylvania Dept. of Transp., Harrisburg, Pa.
    • (1993) Design Manual Part 4 , vol.1 , Issue.PART B
  • 15
    • 5544230082 scopus 로고
    • Structural behavior characteristics of prestressed concrete box-beam bridges
    • Lehigh Univ., Bethlehem, Pa.
    • VanHorn, D. A. (1969). "Structural behavior characteristics of prestressed concrete box-beam bridges." Fritz Engrg. Lab. Rep. 315.8, Lehigh Univ., Bethlehem, Pa.
    • (1969) Fritz Engrg. Lab. Rep. 315.8
    • VanHorn, D.A.1
  • 16
    • 0042780584 scopus 로고
    • Finite element analysis of plates and eccentrically stiffened plates
    • Lehigh Univ., Bethlehem, Pa.
    • Wegmuller, A. W., and Kostem, C. N. (1973). "Finite element analysis of plates and eccentrically stiffened plates." Fritz Engrg. Lab. Rep. No. 378A.3, Lehigh Univ., Bethlehem, Pa.
    • (1973) Fritz Engrg. Lab. Rep. No. 378A.3
    • Wegmuller, A.W.1    Kostem, C.N.2
  • 17
  • 18
    • 0003467328 scopus 로고
    • Distribution of wheel loads on highway bridges
    • Transp. Res. Board, Washington, D.C.
    • Zokaie, T., Osterkamp, T. A., and Imbsen, R. A. (1991). "Distribution of wheel loads on highway bridges." NCHRP Proj. Rep. 12-26, Transp. Res. Board, Washington, D.C.
    • (1991) NCHRP Proj. Rep. 12-26
    • Zokaie, T.1    Osterkamp, T.A.2    Imbsen, R.A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.