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Volumn 25, Issue 7, 2003, Pages 903-912

Risk-based approach to the determination of optimal interventions for bridges affected by multiple hazards

Author keywords

Bridge management strategies; Multiple hazards; Optimal resource allocation; Risk based approach

Indexed keywords

DECISION MAKING; EARTHQUAKES; FLOODS; LOADS (FORCES); RESOURCE ALLOCATION; RISK MANAGEMENT;

EID: 0038329190     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0141-0296(03)00024-5     Document Type: Article
Times cited : (49)

References (13)
  • 1
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    • Mori, Y. L., & Ellingwood, B. (1993). Reliability-based service life assessment of aging concrete structures. Journal of Structural Engineering, 119(5), 1600-1621.
    • (1993) Journal of Structural Engineering , vol.119 , Issue.5 , pp. 1600-1621
    • Mori, Y.L.1    Ellingwood, B.2
  • 3
    • 0033104422 scopus 로고    scopus 로고
    • Fault tree analysis of bridge failure due to scour and channel instability
    • Johnson, P. A. (1999). Fault tree analysis of bridge failure due to scour and channel instability. Journal of Infrastructure Systems, 5 35-41.
    • (1999) Journal of Infrastructure Systems , vol.5 , pp. 35-41
    • Johnson, P.A.1
  • 7
    • 0000075674 scopus 로고
    • Probability concepts in engineering planning and design
    • Wiley New York
    • Ang, A. H., & Tang, W. H. (1984). Probability concepts in engineering planning and design. Decision, risk and reliability, vol. 2 New York: Wiley.
    • (1984) Decision, Risk and Reliability , vol.2
    • Ang, A.H.-S.1    Tang, W.H.2
  • 9
    • 0023981655 scopus 로고
    • Reliability of service proven-structures
    • Hall, B. W. (1988). Reliability of service proven-structures. Journal of Structural Engineering, 114(3), 608-624.
    • (1988) Journal of Structural Engineering , vol.114 , Issue.3 , pp. 608-624
    • Hall, B.W.1
  • 10
    • 0038717883 scopus 로고
    • Vulnerability assessment of steel highway bridges: A probabilistic model
    • Lehigh University USA
    • Ressler, S., & Daniels, J. (1990). Vulnerability assessment of steel highway bridges: a probabilistic model. Advanced technology and large structural systems, USA: Lehigh University.
    • (1990) Advanced Technology and Large Structural Systems
    • Ressler, S.1    Daniels, J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.