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Volumn 29, Issue 11, 2007, Pages 2833-2843

Experimental methods for estimating modal mass in footbridges using human-induced dynamic excitation

Author keywords

Bridge; Full scale tests; Mass; Modal analysis; Pedestrians; Serviceability; Vibration

Indexed keywords

DAMPING; FOOTBRIDGES; HUMAN ENGINEERING; MODAL ANALYSIS; VIBRATION ANALYSIS;

EID: 35448966053     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.01.025     Document Type: Article
Times cited : (82)

References (13)
  • 1
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    • Vibration serviceability of footbridges under human-induced excitation: A literature review
    • Zivanovic S., Pavic A., and Reynolds P. Vibration serviceability of footbridges under human-induced excitation: A literature review. Journal of Sound and Vibration 279 1 (2005) 1-74
    • (2005) Journal of Sound and Vibration , vol.279 , Issue.1 , pp. 1-74
    • Zivanovic, S.1    Pavic, A.2    Reynolds, P.3
  • 5
    • 1842688356 scopus 로고    scopus 로고
    • Brownjohn JMW, Pavic A, Omenzetter P. A spectral density approach for modelling continuous vertical forces on pedestrian structures due to walking. Canadian Journal of Civil Engineering 2004;31(1):65-77. National Research Council of Canada, National Research Council Canada Research Press
  • 6
    • 35448984689 scopus 로고    scopus 로고
    • Pavic A, Willford M. Vibration serviceability of post-tensioned concrete floors. Appendix G in Post-tensioned concrete floors design handbook, 2nd ed. Technical report 43. Slough (UK): Concrete Society; 2005. p. 99-107
  • 7
    • 18744369659 scopus 로고    scopus 로고
    • Long span steel pedestrian bridge at Singapore Changi Airport. Part 1: Prediction of vibration serviceability problems
    • Brownjohn J.M.W., Fok P., Roche M., and Moyo P. Long span steel pedestrian bridge at Singapore Changi Airport. Part 1: Prediction of vibration serviceability problems. The Structural Engineer 82 16 (2004) 21-27
    • (2004) The Structural Engineer , vol.82 , Issue.16 , pp. 21-27
    • Brownjohn, J.M.W.1    Fok, P.2    Roche, M.3    Moyo, P.4
  • 8
    • 0037216688 scopus 로고    scopus 로고
    • Ambient vibration studies for system identification of tall buildings
    • Brownjohn J.M.W. Ambient vibration studies for system identification of tall buildings. Earthquake Engineering and Structural Dynamics 32 (2003) 71-95
    • (2003) Earthquake Engineering and Structural Dynamics , vol.32 , pp. 71-95
    • Brownjohn, J.M.W.1
  • 9
    • 35449000237 scopus 로고    scopus 로고
    • Yao S, Wright JR, Yu CH, Pavic A, Reynolds P. Experimental study of human-induced dynamic forces due to swaying on a flexible structure. Proceedings of the Institution of Civil Engineers, Structures and Buildings 2005;152(2):109-117
  • 10
    • 0036586906 scopus 로고    scopus 로고
    • Pavic A, Armitage T, Reynolds P, Wright J. Methodology for modal testing of the millennium bridge, London. Proceedings of the Institution of Civil Engineers. Structures and Buildings 2002;152(2):111-21
  • 12
    • 0344530811 scopus 로고    scopus 로고
    • Blakeborough A, Williams MS. Measurement of floor vibrations using a heel-drop tests. Proceedings of the Institution of Civil Engineers, Structures and Buildings 2003;156(4):367-71
  • 13
    • 32144442700 scopus 로고    scopus 로고
    • Zivanovic S, Pavic A, Reynolds P. Modal testing and FE model tuning of a lively footbridge structure. Engineering Structures 2006;28(6):857-68


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.