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Volumn 10, Issue 3, 2005, Pages 354-364

Integral abutment-backfill behavior on sand soil-pushover analysis approach

Author keywords

Backfills; Bridge abutments; Inelastic action; Soils; Thermal analysis

Indexed keywords

BACKFILLS; INELASTIC ACTION; MULTIPLE-SPAN BRIDGES; THERMAL VARIATIONS;

EID: 18744373345     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1084-0702(2005)10:3(354)     Document Type: Article
Times cited : (57)

References (26)
  • 1
    • 0003510441 scopus 로고    scopus 로고
    • AASHTO, Washington, D.C.
    • American Association of State Highway and Transportation Officials (AASHTO). (1998). LRFD bridge design specifications, 2nd Ed., AASHTO, Washington, D.C.
    • (1998) LRFD Bridge Design Specifications, 2nd Ed.
  • 4
    • 0004753682 scopus 로고
    • Bridge deck joints
    • Transportation Research Board, Washington, D.C.
    • Burke, M. P., Jr. (1988). "Bridge deck joints." NCHRP Synthesis of Highway Practice, No. 141, Transportation Research Board, Washington, D.C.
    • (1988) NCHRP Synthesis of Highway Practice , vol.141
    • Burke Jr., M.P.1
  • 5
    • 0039756588 scopus 로고
    • Integral bridge design is on the rise
    • Burke, M. P., Jr. (1990a). "Integral bridge design is on the rise." Modern Steel Constr., 30(4), 9-11.
    • (1990) Modern Steel Constr. , vol.30 , Issue.4 , pp. 9-11
    • Burke Jr., M.P.1
  • 6
    • 0004050202 scopus 로고
    • Integral bridges
    • Transportation Research Board, Washington, D.C.
    • Burke, M. P., Jr. (1990b). "Integral Bridges." Transp. Res. Rec., Transportation Research Board, Washington, D.C.
    • (1990) Transp. Res. Rec.
    • Burke Jr., M.P.1
  • 7
    • 0028742869 scopus 로고
    • Semi-integral bridges: Movements and forces
    • Transportation Research Board, Washington, D.C.
    • Burke, M. P., Jr. (1994). "Semi-integral bridges: Movements and forces." Transp. Res. Rec., Transportation Research Board, Washington, D.C., 1-7.
    • (1994) Transp. Res. Rec. , pp. 1-7
    • Burke Jr., M.P.1
  • 9
    • 0034156554 scopus 로고    scopus 로고
    • A rational design approach for prestressed-concrete-girder integral bridges
    • Dicleli, M. (2000). "A rational design approach for prestressed-concrete-girder integral bridges." Eng. Struct., 22(3), 230-245.
    • (2000) Eng. Struct. , vol.22 , Issue.3 , pp. 230-245
    • Dicleli, M.1
  • 11
    • 0344530539 scopus 로고    scopus 로고
    • Effect of cyclic thermal loading. on the performance of steel H-piles in integral bridges with stub-abutments
    • Dicleli, M., and Albhaisi, S. M. (2004). "Effect of cyclic thermal loading. on the performance of steel H-piles in integral bridges with stub-abutments." J. Constr. Steel Res., 60(2), 161-182.
    • (2004) J. Constr. Steel Res. , vol.60 , Issue.2 , pp. 161-182
    • Dicleli, M.1    Albhaisi, S.M.2
  • 13
    • 6244222819 scopus 로고
    • Publication No. FHWA-RD-94-052, Federal Highway Administration, U.S. Dept. of Transportation, Washington, D.C.
    • Federal Highway Administration (FHWA). (1986). "Seismic design of highway bridge foundations. II: Design procedures and guidelines." Publication No. FHWA-RD-94-052, Federal Highway Administration, U.S. Dept. of Transportation, Washington, D.C.
    • (1986) Seismic Design of Highway Bridge Foundations. II: Design Procedures and Guidelines
  • 14
    • 0026189580 scopus 로고
    • Validation of design recommendations for integral-abutment piles
    • Girton, D. D., Hawkinson, T. R., and Greimann, L. F. (1991). "Validation of design recommendations for integral-abutment piles." J. Struct. Eng., 117(7), 2117-2134.
    • (1991) J. Struct. Eng. , vol.117 , Issue.7 , pp. 2117-2134
    • Girton, D.D.1    Hawkinson, T.R.2    Greimann, L.F.3
  • 16
    • 2442447657 scopus 로고    scopus 로고
    • Integral abutment bridges: Problems and innovative solutions using EPS Geofoam and other geosynthetics
    • Manhattan College, School of Engineering, Civil Engineering Dept., Bronx, N.Y.
    • Horvath, J. S. (2000). "Integral abutment bridges: Problems and innovative solutions using EPS Geofoam and other geosynthetics." Manhattan College Research Rep. No. CE/GE-00-2, Manhattan College, School of Engineering, Civil Engineering Dept., Bronx, N.Y.
    • (2000) Manhattan College Research Rep. No. CE-GE-00-2 , vol.CE-GE-00-2
    • Horvath, J.S.1
  • 17
    • 0343287458 scopus 로고    scopus 로고
    • Rep. S0-96-01, Ontario Ministry of Transportation, St. Catharines, Ontario, Canada
    • Husain, I., and Bagnariol, D. (1996). "Integral-abutment bridges." Rep. S0-96-01, Ontario Ministry of Transportation, St. Catharines, Ontario, Canada.
    • (1996) Integral-abutment Bridges
    • Husain, I.1    Bagnariol, D.2
  • 18
    • 18744386283 scopus 로고    scopus 로고
    • IDOT, Springfield, Ill
    • Illinois Department of Transportation (IDOT). (1997). Metric bridge design manual, IDOT, Springfield, Ill.
    • (1997) Metric Bridge Design Manual
  • 19
    • 0344153729 scopus 로고    scopus 로고
    • Evaluation of applicability of typical column design equations to steel H-piles supporting integral abutments
    • Ingram, E. E., Burdette, E. G., Goodpasture, D. W., and Deatherage, J. H. (2003). "Evaluation of applicability of typical column design equations to steel H-piles supporting integral abutments." Eng. J., 50-58.
    • (2003) Eng. J. , pp. 50-58
    • Ingram, E.E.1    Burdette, E.G.2    Goodpasture, D.W.3    Deatherage, J.H.4
  • 20
    • 0034433211 scopus 로고    scopus 로고
    • Field performance of integral abutment bridge
    • National Science Foundation, Washington, D.C.
    • Lawyer, A., French, C., and Shield, C. K. (2000). "Field performance of integral abutment bridge." Transp. Res. Rec., National Science Foundation, Washington, D.C., 108-117.
    • (2000) Transp. Res. Rec. , pp. 108-117
    • Lawyer, A.1    French, C.2    Shield, C.K.3
  • 21
    • 0033207319 scopus 로고    scopus 로고
    • Simplified elastic model for restraining effects of backfill soil on integral bridges
    • Lehane, B. M., Keogh, D. L., and O'Brien, E. J. (1999). "Simplified elastic model for restraining effects of backfill soil on integral bridges." Comput. Struct., 73, 303-313.
    • (1999) Comput. Struct. , vol.73 , pp. 303-313
    • Lehane, B.M.1    Keogh, D.L.2    O'Brien, E.J.3
  • 22
    • 18744372878 scopus 로고    scopus 로고
    • Integrated finite element analysis and design of structures
    • SAP2000. Berkeley, Calif.
    • SAP2000. (1998). "Integrated finite element analysis and design of structures." Computers and Structures, Berkeley, Calif.
    • (1998) Computers and Structures
  • 23
    • 0003974673 scopus 로고
    • Performance evaluation of integral-abutment bridges
    • Transportation Research Board, Washington, D.C.
    • Soltani, A. A., and Kukreti, A. R. (1992). "Performance evaluation of integral-abutment bridges." Transp. Res. Rec., Transportation Research Board, Washington, D.C., 17-25.
    • (1992) Transp. Res. Rec. , pp. 17-25
    • Soltani, A.A.1    Kukreti, A.R.2
  • 24
    • 0039164043 scopus 로고
    • Jointless bridges provide fuel for controversy
    • Steiger, D. J. (1993). "Jointless bridges provide fuel for controversy." Roads Bridges, 31(11), 48-54.
    • (1993) Roads Bridges , vol.31 , Issue.11 , pp. 48-54
    • Steiger, D.J.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.