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Volumn 5, Issue 3, 2011, Pages 374-380

Assessment of bridge expansion joints using long-term displacement measurement under changing environmental conditions

Author keywords

displacement; expansion joint; statistical process control; structural health monitoring; suspension bridge; temperature effect; traffic loading; wind effect

Indexed keywords


EID: 80052550495     PISSN: 16737407     EISSN: 16737512     Source Type: Journal    
DOI: 10.1007/s11709-011-0122-x     Document Type: Article
Times cited : (38)

References (12)
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    • Ni, Y.Q.1    Hua, X.G.2    Fan, K.Q.3    Ko, J.M.4
  • 4
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    • Environmental variability study on the measured responses of Runyang Cable-stayed Bridge using wavelet packet analysis
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    • Modeling of temperaturefrequency correlation using combined principal component analysis and support vector regression technique
    • Hua X G, Ni Y Q, Ko J M, Wong K Y. Modeling of temperaturefrequency correlation using combined principal component analysis and support vector regression technique. Journal of Computing in Civil Engineering, 2007, 21(2): 122-135.
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  • 9
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    • Assessment of bridge expansion joints using long-term displacement and temperature measurement
    • Ni Y Q, Hua X G, Wong K Y, Ko J M. Assessment of bridge expansion joints using long-term displacement and temperature measurement. Journal of Performance of Constructed Facilities, 2007, 21(2): 143-151.
    • (2007) Journal of Performance of Constructed Facilities , vol.21 , Issue.2 , pp. 143-151
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    • Traffic-induced variability in dynamic properties of cable-stayed bridge
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.