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Volumn 29, Issue 6, 2007, Pages 942-954

Probability-based prediction of multi-mode vibration response to walking excitation

Author keywords

Probabilistic design model; Vibration serviceability; Walking

Indexed keywords

FORCE MEASUREMENT; MATHEMATICAL MODELS; PROBABILITY; PROBABILITY DISTRIBUTIONS; VIBRATIONS (MECHANICAL);

EID: 34247484128     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2006.07.004     Document Type: Article
Times cited : (222)

References (20)
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    • Pimentel RL. Vibrational performance of pedestrian bridges due to human-induced loads. Ph.D. thesis. Sheffield (UK): University of Sheffield; 1997
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    • Kerr SC. Human induced loading on staircases. Ph.D. thesis. UK: Mechanical Engineering Department, University College London; 1998
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    • A spectral density approach for modelling continuous vertical forces on pedestrian structures due to walking
    • Brownjohn J.M.W., Pavic A., and Omenzetter P. A spectral density approach for modelling continuous vertical forces on pedestrian structures due to walking. Canadian Journal of Civil Engineering 31 1 (2004) 65-77
    • (2004) Canadian Journal of Civil Engineering , vol.31 , Issue.1 , pp. 65-77
    • Brownjohn, J.M.W.1    Pavic, A.2    Omenzetter, P.3
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    • Živanović S. Probability-based estimation of vibration response of footbridges. In: Probability-based estimation of vibration for pedestrian structured due to walking. Ph.D. thesis. United Kingdom: Department of Civil & Structural Engineering, University of Sheffield; February 2006 [chapter 6]
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    • DH. Department of Health, UK, webpage: http://www.dh.gov.uk/PublicationsAndStatistics/PublishedSurvey/HealthSurveyForEngland/HealthSurveyResults, 2005
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    • MathWorks. Curve fitting toolbox, Version 1.1.4. In: MATLAB: The Language of Technical Computing. 2006
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    • Pavic A, Reynolds P. Modal testing of a 34 m catenary footbridge. In: Proceedings of the 20th international modal analysis conference, vol. 2. 2002, p. 1113-8
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    • Athanasiadou A. Determination of vertical lock-in levels for pedestrians crossing a footbridge. MSc thesis. Sheffield (UK): University of Sheffield; 2001
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    • Živanović S. Human-structure dynamic interaction during footbridge crossing. In: Probability-based estimation of vibration for pedestrian structured due to walking. Ph.D. thesis. United Kingdom: Department of Civil & Structural Engineering, University of Sheffield; February 2006 [chapter 5]


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.