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Volumn , Issue , 2009, Pages 339-370

Structural health monitoring of bridges: General issues and applications

Author keywords

[No Author keywords available]

Indexed keywords

STRUCTURES (BUILT OBJECTS);

EID: 84903796309     PISSN: None     EISSN: None     Source Type: Book    
DOI: 10.1533/9781845696825.2.339     Document Type: Chapter
Times cited : (14)

References (19)
  • 1
    • 84903813999 scopus 로고    scopus 로고
    • IABMAS 2004, International Association for Bridge Maintenance and Safety, Kyoto, Japan, on conference CD
    • Del Grosso A., Inaudi D. European perspective on monitoring-based maintenance 2004, IABMAS 2004, International Association for Bridge Maintenance and Safety, Kyoto, Japan, on conference CD.
    • (2004) European perspective on monitoring-based maintenance
    • Del Grosso, A.1    Inaudi, D.2
  • 14
    • 58849162492 scopus 로고    scopus 로고
    • Consideration of the serviceability limit state in a time dependant probabilistic cost model
    • Balkema, Rotterdam, Netherlands
    • Radojicic A., Bailey S., Brühwiler E. Consideration of the serviceability limit state in a time dependant probabilistic cost model. Application of Statistics and Probability 1999, 2:605-612. Balkema, Rotterdam, Netherlands.
    • (1999) Application of Statistics and Probability , vol.2 , pp. 605-612
    • Radojicic, A.1    Bailey, S.2    Brühwiler, E.3
  • 18
    • 0029709628 scopus 로고    scopus 로고
    • Bridge monitoring by fiber optic deformation sensors: design, emplacement and results
    • SPIE, San Diego, USA
    • Vurpillot S. Bridge monitoring by fiber optic deformation sensors: design, emplacement and results. Smart Structures and materials 1996, 2719:141-149. SPIE, San Diego, USA.
    • (1996) Smart Structures and materials , vol.2719 , pp. 141-149
    • Vurpillot, S.1
  • 19
    • 0032166539 scopus 로고    scopus 로고
    • Vertical deflection of a pre-stressed concrete bridge obtained using deformation sensors and inclinometer measurements
    • Vurpillot S. Vertical deflection of a pre-stressed concrete bridge obtained using deformation sensors and inclinometer measurements. ACI Structural Journal 1998, 95(5):518-526.
    • (1998) ACI Structural Journal , vol.95 , Issue.5 , pp. 518-526
    • Vurpillot, S.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.