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Volumn 60, Issue 2, 2004, Pages 161-182

Effect of cyclic thermal loading on the performance of steel H-piles in integral bridges with stub-abutments

Author keywords

H pile; Inelastic behavior; Integral bridge; Low cycle fatigue; Maximum length; Soil pile interaction; Thermal displacement

Indexed keywords

CLIMATE CHANGE; CYCLIC LOADS; FATIGUE OF MATERIALS; PILES; PLASTIC DEFORMATION; STEEL BRIDGES;

EID: 0344530539     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2003.09.003     Document Type: Article
Times cited : (63)

References (19)
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    • Dicleli, M.1    Bruneau, M.2
  • 5
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    • Kato, B.1
  • 10
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    • Simplified model for computer-aided analysis of integral bridges
    • Dicleli M. Simplified model for computer-aided analysis of integral bridges ASCE Journal of Bridge Engineering 5 3 2000 240-248
    • (2000) ASCE Journal of Bridge Engineering , vol.5 , Issue.3 , pp. 240-248
    • Dicleli, M.1
  • 14
    • 0000998353 scopus 로고
    • The bearing capacity of clays
    • Division I, London
    • Skempton A.W. The bearing capacity of clays Building Research Congress, Division I, Part 3,London 1951 180-189
    • (1951) Building Research Congress , Issue.PART 3 , pp. 180-189
    • Skempton, A.W.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.