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    Operational Requirements for Long-Span Bridges under Strong Wind Events 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 002
    Author(s): Moe M. S. Cheung; Ben Y. B. Chan
    Publisher: American Society of Civil Engineers
    Abstract: In the absence of intensive wind tunnel tests, this study provides an effective and accurate approach to estimate the operational driving speed limit on bridges subjected to different road conditions and wind intensities, ...
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    Seismic Analysis of Long-Span Cable-Stayed Bridges by an Integrated Finite Strip Method 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 003
    Author(s): Hamidreza Naderian; Moe M. S. Cheung; Zhenyuan Shen; Elena Dragomirescu
    Publisher: American Society of Civil Engineers
    Abstract: This paper provides a very efficient, integrated framework for seismic analyses of long-span cable-stayed bridges. The efficiency comes from the dramatic reduction in formation time and the degrees of freedom (DOF) associated ...
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    Closure to “Operational Requirements for Long-Span Bridges under Strong Wind Events” by Moe M. S. Cheung and Ben Y. B. Chan 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author(s): Moe M. S. Cheung; Ben Y. B. Chan
    Publisher: American Society of Civil Engineers
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