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Volumn 30, Issue 12, 2008, Pages 3654-3666

Use of monitoring extreme data for the performance prediction of structures: Bayesian updating

Author keywords

Bayesian updating; Predictions; Reliability assessment; Structural monitoring

Indexed keywords

BAYESIAN NETWORKS; BRIDGES; DATA STRUCTURES; FORECASTING; MONITORING; PROBABILITY DENSITY FUNCTION; RELIABILITY; SENSORS;

EID: 55949128175     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.06.009     Document Type: Article
Times cited : (135)

References (20)
  • 4
    • 55949134189 scopus 로고    scopus 로고
    • Connor RJ, McCarthy J. Report on field measurements and uncontrolled load testing of the Lehigh River Bridge (SR-33), phase II, final report. ATLSS report no. 06-12. Bethlehem (PA, USA): Lehigh University; 2006
    • Connor RJ, McCarthy J. Report on field measurements and uncontrolled load testing of the Lehigh River Bridge (SR-33), phase II, final report. ATLSS report no. 06-12. Bethlehem (PA, USA): Lehigh University; 2006
  • 5
    • 55949121005 scopus 로고    scopus 로고
    • Use of monitoring extreme data for the performance prediction of structures: General approach
    • Frangopol D.M., Strauss A., and Kim S. Use of monitoring extreme data for the performance prediction of structures: General approach. Eng Struct 30 12 (2008) 3657-3666
    • (2008) Eng Struct , vol.30 , Issue.12 , pp. 3657-3666
    • Frangopol, D.M.1    Strauss, A.2    Kim, S.3
  • 9
    • 55949103056 scopus 로고    scopus 로고
    • Mahmoud HN, Connor RJ, Bowman CA. Results of the fatigue evaluation and field monitoring of the I-39 Northbound Bridge over the Wisconsin River. ATLSS report no. 05-04. Bethlehem (PA, USA): Lehigh University; 2005
    • Mahmoud HN, Connor RJ, Bowman CA. Results of the fatigue evaluation and field monitoring of the I-39 Northbound Bridge over the Wisconsin River. ATLSS report no. 05-04. Bethlehem (PA, USA): Lehigh University; 2005
  • 10
    • 35349028402 scopus 로고    scopus 로고
    • Reinforced concrete bridge deck reliability model incorporating temporal and spatial variations of probabilistic corrosion rate sensor data
    • Marsh P.S., and Frangopol D.M. Reinforced concrete bridge deck reliability model incorporating temporal and spatial variations of probabilistic corrosion rate sensor data. Reliability Eng Syst Safety 93 3 (2008) 394-409
    • (2008) Reliability Eng Syst Safety , vol.93 , Issue.3 , pp. 394-409
    • Marsh, P.S.1    Frangopol, D.M.2
  • 13
    • 55949132734 scopus 로고    scopus 로고
    • Schneider J. Sicherheit und Zuverlässigkeit im Bauwesen-Grundwissen für Ingenieure. Zürich: vdf Hochschulverl ETH Zürich, Stuttgart: Teubner; 1996
    • Schneider J. Sicherheit und Zuverlässigkeit im Bauwesen-Grundwissen für Ingenieure. Zürich: vdf Hochschulverl ETH Zürich, Stuttgart: Teubner; 1996
  • 14
    • 0003678147 scopus 로고
    • Die Sicherheit tragender Baukonstruktionen
    • Springer-Verlag Wien, New York
    • Spaethe G. Die Sicherheit tragender Baukonstruktionen. Zweite neubearbeitete auflage (1992), Springer-Verlag Wien, New York
    • (1992) Zweite neubearbeitete auflage
    • Spaethe, G.1
  • 15
    • 55949123789 scopus 로고    scopus 로고
    • Stehno G, Straninger W, Bergmeister K. Verfahren zur Vorhersage des Umfanges von Brückensanierungen. Bundesministerium für wirtschaftliche Angelegenheiten, Straßenforschung, Heft 338; 1987
    • Stehno G, Straninger W, Bergmeister K. Verfahren zur Vorhersage des Umfanges von Brückensanierungen. Bundesministerium für wirtschaftliche Angelegenheiten, Straßenforschung, Heft 338; 1987
  • 16
    • 55949085621 scopus 로고    scopus 로고
    • Strauss A. Stochastische Modellierung und Zuverlässigkeit von Betonkonstruktionen. Ph.D. thesis. University of Applied Science and Natural Resources, Vienna, Department of Civil Engineering and Natural Hazards; 2003
    • Strauss A. Stochastische Modellierung und Zuverlässigkeit von Betonkonstruktionen. Ph.D. thesis. University of Applied Science and Natural Resources, Vienna, Department of Civil Engineering and Natural Hazards; 2003
  • 17
    • 55949125745 scopus 로고    scopus 로고
    • Teplý B, Chromá M, Matesová D, Rovnaník P. FReET-D. Program documentation, Part 1 and Part 2. Institute of Structural Mechanics, Fakulty Stavebni, Vysoké Uceni Technické v Brne, Czech Republic; 2006
    • Teplý B, Chromá M, Matesová D, Rovnaník P. FReET-D. Program documentation, Part 1 and Part 2. Institute of Structural Mechanics, Fakulty Stavebni, Vysoké Uceni Technické v Brne, Czech Republic; 2006
  • 18
    • 55949117393 scopus 로고    scopus 로고
    • Strauss A, Frangopol DM, Kim S. Statistical, probabilistic and decision analysis aspects related to the efficient use of structural monitoring systems. Beton- und Stahlbetonbau (Concrete and Reinforced Concrete Structures), Ernst & Sohn 2008; 103(S1): 23-8
    • Strauss A, Frangopol DM, Kim S. Statistical, probabilistic and decision analysis aspects related to the efficient use of structural monitoring systems. Beton- und Stahlbetonbau (Concrete and Reinforced Concrete Structures), Ernst & Sohn 2008; 103(S1): 23-8
  • 19
    • 42449118979 scopus 로고    scopus 로고
    • Bridge reliability assessment based on monitoring
    • Frangopol D.M., Strauss A., and Kim S. Bridge reliability assessment based on monitoring. J Bridge Eng, ASCE 13 3 (2008) 258-270
    • (2008) J Bridge Eng, ASCE , vol.13 , Issue.3 , pp. 258-270
    • Frangopol, D.M.1    Strauss, A.2    Kim, S.3
  • 20
    • 34548329910 scopus 로고    scopus 로고
    • Maintenance and management of civil infrastructure based on condition, safety, optimization, and life-cycle cost
    • Frangopol D.M., and Liu M. Maintenance and management of civil infrastructure based on condition, safety, optimization, and life-cycle cost. Struct Infrastruct Eng, Taylor & Francis 3 1 (2007) 29-41
    • (2007) Struct Infrastruct Eng, Taylor & Francis , vol.3 , Issue.1 , pp. 29-41
    • Frangopol, D.M.1    Liu, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.