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Volumn 24, Issue 4, 2009, Pages 293-301

Safety assessment using Imprecise reliability for corrosion-damaged structures

Author keywords

[No Author keywords available]

Indexed keywords

BRIDGE CABLES; CABLES; CORROSION; NONDESTRUCTIVE EXAMINATION; VISUAL COMMUNICATION;

EID: 62749107151     PISSN: 10939687     EISSN: 14678667     Source Type: Journal    
DOI: 10.1111/j.1467-8667.2009.00597.x     Document Type: Article
Times cited : (28)

References (15)
  • 2
    • 0029208878 scopus 로고
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    • Adeli, H. & Zhang, J. (1995), Fully nonlinear analysis of composite girder cable-stayed bridges, Computers and Structures, 54(2), 267-77.
    • (1995) Computers and Structures , vol.54 , Issue.2 , pp. 267-277
    • Adeli, H.1    Zhang, J.2
  • 4
    • 0026851278 scopus 로고
    • Evaluation of system-reliability methods for cable-stayed bridge design
    • ASCE
    • Bruneau, M. (1992), Evaluation of system-reliability methods for cable-stayed bridge design, Journal of Structural Engineering, ASCE, 118(4), 1106-120.
    • (1992) Journal of Structural Engineering , vol.118 , Issue.4 , pp. 1106-1120
    • Bruneau, M.1
  • 8
    • 62749091497 scopus 로고    scopus 로고
    • Assessing damage and reliability of steel bridges
    • University of Colorado at Boulder
    • Fisher, J. W. (1996), Assessing damage and reliability of steel bridges, Boase Lecture in Structural Engineering, University of Colorado at Boulder.
    • (1996) Boase Lecture in Structural Engineering
    • Fisher, J.W.1
  • 9
    • 0003584694 scopus 로고    scopus 로고
    • Probabilistic model code
    • JCSS. The Joint Committee on Structural Safety
    • JCSS. (2001), Probabilistic model code, The Joint Committee on Structural Safety.
    • (2001)
  • 10
    • 14544296220 scopus 로고    scopus 로고
    • Wavelet hybrid feedback-LMS algorithm for robust control of cable-stayed bridges
    • ASCE
    • Kim, H. & Adeli, H. (2005), Wavelet hybrid feedback-LMS algorithm for robust control of cable-stayed bridges, Journal of Bridge Engineering, ASCE, 10(2), 116-23.
    • (2005) Journal of Bridge Engineering , vol.10 , Issue.2 , pp. 116-123
    • Kim, H.1    Adeli, H.2
  • 12
    • 0029350260 scopus 로고
    • A reliability analysis for girder bridges
    • Elsevier
    • Nowak, A. S. & Yamani, A. S. (1995), A reliability analysis for girder bridges, Structural Engineering, Elsevier, 7(3), 251-56.
    • (1995) Structural Engineering , vol.7 , Issue.3 , pp. 251-256
    • Nowak, A.S.1    Yamani, A.S.2
  • 13
    • 0018033230 scopus 로고
    • Structural reliability under combined random load sequences
    • Pergamon Press
    • Rackwitz, R. & Fiessler, B. (1978), Structural reliability under combined random load sequences, Computers and Structures, Pergamon Press, 9, 489-94.
    • (1978) Computers and Structures , vol.9 , pp. 489-494
    • Rackwitz, R.1    Fiessler, B.2
  • 14
    • 0032451904 scopus 로고    scopus 로고
    • Reliability of corrosion-damaged steel structures using interval probability theory
    • Sarveswaran, V., Smith, J. W. & Blockley, D. I. (1998), Reliability of corrosion-damaged steel structures using interval probability theory, Structural Safety, 20, 237-55.
    • (1998) Structural Safety , vol.20 , pp. 237-255
    • Sarveswaran, V.1    Smith, J.W.2    Blockley, D.I.3
  • 15
    • 0026206057 scopus 로고
    • Reliability of highway girder bridge
    • ASCE
    • Tabsh, S. W. & Nowak, A. S. (1991), Reliability of highway girder bridge, Journal of Structural Engineering, ASCE, 117(8), 2372-88.
    • (1991) Journal of Structural Engineering , vol.117 , Issue.8 , pp. 2372-2388
    • Tabsh, S.W.1    Nowak, A.S.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.