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Volumn 20, Issue 2, 2009, Pages 4675-4700

Finite element model updating of kömürhan highway bridge;Kömürhan köprüsünün sonlu eleman model iyileştirilmesi

Author keywords

Dynamic characteristic; K m rhan bridge; Operational modal analysis

Indexed keywords

ANALYTICAL MODELS; BOX GIRDERS; DYNAMIC CHARACTERISTIC; EXPERIMENTAL DYNAMICS; FINITE ELEMENT MODELS; FINITE-ELEMENT MODEL UPDATING; FREQUENCY DOMAINS; MATERIAL PROPERTIES; MEASUREMENT TIME; MODE NUMBERS; OPERATIONAL MODAL ANALYSIS; OUTPUT-ONLY MODAL IDENTIFICATIONS; PEAK-PICKING METHODS; SAP2000 SOFTWARES; TRAFFIC LOADS; VIBRATION DATUM;

EID: 64549104223     PISSN: 13003453     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article
Times cited : (6)

References (8)
  • 2
    • 14844350262 scopus 로고    scopus 로고
    • Experimental and Analytical Studies on Dynamic Characteristics of a Large Span Cable-Stayed Bridge
    • Ren, W. X., Peng, X. L., Lin, Y. Q., Experimental and Analytical Studies on Dynamic Characteristics of a Large Span Cable-Stayed Bridge, Engineering Structures, 27, 535-548, 2005.
    • (2005) Engineering Structures , vol.27 , pp. 535-548
    • Ren, W.X.1    Peng, X.L.2    Lin, Y.Q.3
  • 5
    • 38149036523 scopus 로고    scopus 로고
    • Modal Testing and Finite Element Model Updating of an Arch Type Steel Footbridge
    • Bayraktar, A., Altunisik, A. C., Sevim, B., Türker, T., Modal Testing and Finite Element Model Updating of an Arch Type Steel Footbridge, Steel and Composite Structures, 7(6), 487-502, 2007.
    • (2007) Steel and Composite Structures , vol.7 , Issue.6 , pp. 487-502
    • Bayraktar, A.1    Altunisik, A.C.2    Sevim, B.3    Türker, T.4
  • 6
    • 0034300157 scopus 로고    scopus 로고
    • Dynamic Interaction of Long Suspension Bridges with Running Trains
    • Xia, H., Xu, Y. L., Chan, T. H. T., Dynamic Interaction of Long Suspension Bridges with Running Trains, Journal of Sound and Vibration, 237(2), 263-280, 2000.
    • (2000) Journal of Sound and Vibration , vol.237 , Issue.2 , pp. 263-280
    • Xia, H.1    Xu, Y.L.2    Chan, T.H.T.3
  • 8
    • 64549136766 scopus 로고    scopus 로고
    • OMA, Operational Modal Analysis, Release 4.0, Structural Vibration Solution A/S, Denmark, 2006
    • OMA, Operational Modal Analysis, Release 4.0, Structural Vibration Solution A/S, Denmark, 2006.


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.