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    Probabilistic Model for Modal Properties Based on Operational Modal Analysis 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2016:;Volume ( 002 ):;issue: 003
    Author(s): F. L. Zhang; S. K. Au
    Publisher: American Society of Civil Engineers
    Abstract: Operational modal analysis allows one to identify the modal properties (natural frequencies, damping ratios, mode shapes, etc.) of a constructed structure based on output vibration measurements only. For its high economy ...
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    Probabilistic Model for Modal Properties Based on Operational Modal Analysis 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2016:;Volume ( 002 ):;issue: 003
    Author(s): F. L. Zhang; S. K. Au
    Publisher: American Society of Civil Engineers
    Abstract: Operational modal analysis allows one to identify the modal properties (natural frequencies, damping ratios, mode shapes, etc.) of a constructed structure based on output vibration measurements only. For its high economy ...
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    Fast Bayesian Ambient Modal Identification Incorporating Multiple Setups 

    Source: Journal of Engineering Mechanics:;2012:;Volume ( 138 ):;issue: 007
    Author(s): S. K. Au; F. L. Zhang
    Publisher: American Society of Civil Engineers
    Abstract: In full-scale ambient vibration tests, many situations exist where it is required to obtain a detailed mode shape of a structure with a limited number of sensors. A common feasible strategy is to perform multiple setups ...
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    Series of Full-Scale Field Vibration Tests and Bayesian Modal Identification of a Pedestrian Bridge 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 008
    Author(s): Y. C. Ni; F. L. Zhang; H. F. Lam
    Publisher: American Society of Civil Engineers
    Abstract: Many spectacular pedestrian bridges were designed and constructed recently. Owing to their special shapes, it is expected that various types and a wide range of vibration frequency components will be induced by pedestrians. ...
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    DSpace software copyright © 2002-2015  DuraSpace
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