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Volumn 2014, Issue , 2014, Pages

Live-load testing application using a wireless sensor system and finite-element model analysis of an integral abutment concrete girder bridge

Author keywords

[No Author keywords available]

Indexed keywords

ABUTMENTS (BRIDGE); AUTOMOBILE TESTING; CONCRETE BEAMS AND GIRDERS; CONCRETE TESTING; CONCRETES; DESIGN; FINITE ELEMENT METHOD; LOAD TESTING; PRESTRESSED CONCRETE; SPECIFICATIONS;

EID: 84911385220     PISSN: 1687725X     EISSN: 16877268     Source Type: Journal    
DOI: 10.1155/2014/859486     Document Type: Article
Times cited : (1)

References (15)
  • 1
    • 84911417822 scopus 로고    scopus 로고
    • Integral bridges
    • Chichester, UK Wiley-Blackwell
    • Burke M., Integral bridges. Integral and Semi-Integral Bridges 2009 Chichester, UK Wiley-Blackwell 1 19
    • (2009) Integral and Semi-Integral Bridges , pp. 1-19
    • Burke, M.1
  • 2
    • 85044161075 scopus 로고    scopus 로고
    • Integral Abutment Bridges - A survey on the status of use, problems and costs associated with integral abutment bridges
    • Paraschos A., Made A. M., Integral Abutment Bridges-a survey on the status of use, problems and costs associated with integral abutment bridges. Better Roads February 2011 1 9
    • (2011) Better Roads , pp. 1-9
    • Paraschos, A.1    Made, A.M.2
  • 3
    • 14244258307 scopus 로고    scopus 로고
    • Nondestructive evaluation of the I-40 bridge over the Rio Grande River
    • 2-s2.0-14244258307
    • Jáuregui D. V., Barr P. J., Nondestructive evaluation of the I-40 bridge over the Rio Grande River. Journal of Performance of Constructed Facilities 2004 18 4 195 204 10.1061/(ASCE)0887-3828(2004)18:4(195) 2-s2.0-14244258307
    • (2004) Journal of Performance of Constructed Facilities , vol.18 , Issue.4 , pp. 195-204
    • Jáuregui, D.V.1    Barr, P.J.2
  • 4
    • 0032671331 scopus 로고    scopus 로고
    • Deck slab stresses in integral abutment bridges
    • 2-s2.0-0032671331
    • Mourad S., Tabsh S. W., Deck slab stresses in integral abutment bridges. Journal of Bridge Engineering 1999 4 2 125 130 10.1061/(ASCE)1084-0702(1999)4:2(125) 2-s2.0-0032671331
    • (1999) Journal of Bridge Engineering , vol.4 , Issue.2 , pp. 125-130
    • Mourad, S.1    Tabsh, S.W.2
  • 5
    • 70350075832 scopus 로고    scopus 로고
    • Live load distribution formulas for single-span prestressed concrete integral abutment bridge girders
    • 2-s2.0-70350075832
    • Dicleli M., Erhan S., Live load distribution formulas for single-span prestressed concrete integral abutment bridge girders. Journal of Bridge Engineering 2009 14 6 472 486 10.1061/(ASCE)BE.1943-5592.0000007 2-s2.0-70350075832
    • (2009) Journal of Bridge Engineering , vol.14 , Issue.6 , pp. 472-486
    • Dicleli, M.1    Erhan, S.2
  • 6
    • 84878367684 scopus 로고    scopus 로고
    • Live-load analysis of posttensioned box-girder bridges
    • 2-s2.0-84878367684
    • Hodson D. J., Barr P. J., Halling M. W., Live-load analysis of posttensioned box-girder bridges. Journal of Bridge Engineering 2012 17 4 644 651 10.1061/(ASCE)BE.1943-5592.0000302 2-s2.0-84878367684
    • (2012) Journal of Bridge Engineering , vol.17 , Issue.4 , pp. 644-651
    • Hodson, D.J.1    Barr, P.J.2    Halling, M.W.3
  • 9
    • 79956138064 scopus 로고    scopus 로고
    • Load testing and modeling of two integral abutment bridges in Vermont, US
    • 2-s2.0-79956138064
    • Kalayc E., Civjan S. A., Breña S. F., Allen C. A., Load testing and modeling of two integral abutment bridges in Vermont, US. Structural Engineering International 2011 21 2 181 188 10.2749/101686611X12994961034147 2-s2.0-79956138064
    • (2011) Structural Engineering International , vol.21 , Issue.2 , pp. 181-188
    • Kalayc, E.1    Civjan, S.A.2    Breña, S.F.3    Allen, C.A.4
  • 10
    • 84899475384 scopus 로고    scopus 로고
    • Semiempirical methodology for estimating the service life of concrete deck panels strengthened with fiber-reinforced polymer
    • 273693 2-s2.0-84899475384
    • Kim E.-K., Oh H., Sim J., Semiempirical methodology for estimating the service life of concrete deck panels strengthened with fiber-reinforced polymer. Mathematical Problems in Engineering 2014 2014 13 273693 10.1155/2014/273693 2-s2.0-84899475384
    • (2014) Mathematical Problems in Engineering , vol.2014 , pp. 13
    • Kim, E.-K.1    Oh, H.2    Sim, J.3
  • 11
    • 0029542980 scopus 로고
    • Shear distribution in simply supported skew composite bridges
    • 2-s2.0-0029542980
    • Ebeido T., Kennedy J. B., Shear distribution in simply supported skew composite bridges. Canadian journal of civil engineering 1995 22 6 1143 1154 10.1139/l95-132 2-s2.0-0029542980
    • (1995) Canadian Journal of Civil Engineering , vol.22 , Issue.6 , pp. 1143-1154
    • Ebeido, T.1    Kennedy, J.B.2
  • 12
    • 70349377612 scopus 로고    scopus 로고
    • Live load distribution factors for cast-in-place concrete box girder bridges
    • April, 2-s2.0-70349377612
    • Ryan D., Hindi R., Live load distribution factors for cast-in-place concrete box girder bridges. Proceedings of the Structures Congress: Crossing Borders April 2008 2-s2.0-70349377612
    • (2008) Proceedings of the Structures Congress: Crossing Borders
    • Ryan, D.1    Hindi, R.2
  • 13
    • 13944271447 scopus 로고    scopus 로고
    • Live-load distribution factors for concrete box-girder bridges
    • 2-s2.0-13944271447
    • Song S.-T., Chai Y. H., Hida S. E., Live-load distribution factors for concrete box-girder bridges. Journal of Bridge Engineering 2003 8 5 273 280 10.1061/(ASCE)1084-0702(2003)8:5(273) 2-s2.0-13944271447
    • (2003) Journal of Bridge Engineering , vol.8 , Issue.5 , pp. 273-280
    • Song, S.-T.1    Chai, Y.H.2    Hida, S.E.3
  • 14
    • 84862552928 scopus 로고    scopus 로고
    • 5th Washington, DC, USA American Association of State Highway and Transportation Officials
    • AASHTO, AASHTO LRFD Bridge Design Specifications 2010 5th Washington, DC, USA American Association of State Highway and Transportation Officials
    • (2010) AASHTO LRFD Bridge Design Specifications
    • Aashto1
  • 15
    • 0343963955 scopus 로고    scopus 로고
    • SAP2000, v. 15.0.0 Berkeley, Calif, USA
    • Computers and Structures Inc, SAP2000, v. 15.0.0 2011 Berkeley, Calif, USA
    • (2011) Computers and Structures Inc


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.