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Volumn 18, Issue 7, 2013, Pages 690-699

Evaluation of a noncomposite steel girder bridge through live-load field testing

Author keywords

Bridge tests; Continuous bridges; Evaluation

Indexed keywords

BRIDGE SUPERSTRUCTURE; BRIDGE TESTS; CONTINUOUS BRIDGES; CONTINUOUS GIRDERS; EVALUATION; FIELD EVALUATION; FINITE-ELEMENT MODELS; NON-COMPOSITE STEEL GIRDERS;

EID: 84878954600     PISSN: 10840702     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)BE.1943-5592.0000398     Document Type: Article
Times cited : (19)

References (10)
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  • 2
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  • 3
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  • 4
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    • Understanding capacity rating of bridges from load tests
    • doi:10.1061/(ASCE)1084-0680(2003)8:4(209)
    • Cai, C. S., and, Shahawy, M. (2003). " Understanding capacity rating of bridges from load tests." Pract. Period. Struct. Des. Constr., 8 (4), 209-216. doi:10.1061/(ASCE)1084-0680(2003)8:4(209)
    • (2003) Pract. Period. Struct. Des. Constr. , vol.8 , Issue.4 , pp. 209-216
    • Cai, C.S.1    Shahawy, M.2
  • 5
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    • doi:10.1061/(ASCE)1084-0702(1997)2:1(1)
    • Chajes, M. J., Mertz, D. R., and, Commander, B. (1997). " Experimental load rating of a posted bridge." J. Bridge Eng., 2 (1), 1-10. doi:10.1061/(ASCE)1084-0702(1997)2:1(1)
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  • 6
    • 39349085933 scopus 로고    scopus 로고
    • Performance evaluation through field testing of century-old railroad truss bridge
    • doi:10.1061/(ASCE)1084-0702(2008)13:2(132)
    • DelGrego, M. R., Culmo, M. P., and, DeWolf, J. T. (2008). " Performance evaluation through field testing of century-old railroad truss bridge." J. Bridge Eng., 13 (2), 132-138. doi:10.1061/(ASCE)1084-0702(2008) 13:2(132)
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  • 8
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.