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    Modal Identification of Sutong Cable-Stayed Bridge during Typhoon Haikui Using Wavelet Transform Method 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 005
    Author(s): H. Wang; J. X. Mao; J. H. Huang; A. Q. Li
    Publisher: American Society of Civil Engineers
    Abstract: In order to provide a realistic basis for structural damage identification and safety evaluation of long-span bridges, the modal parameters of a kilometer-scale cable-stayed bridge are identified using the wavelet transform ...
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    Transverse Dynamic Mechanical Behavior of Hangers in the Rigid Tied-Arch Bridge under Train Loads 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 001
    Author(s): H. W. Zhao; Y. L. Ding; Y. H. An; A. Q. Li
    Publisher: American Society of Civil Engineers
    Abstract: The rigid hanger is one of the main load-bearing components in a rigid tied-arch bridge that is common used in high-speed railway lines, and the mechanism for influences of train loads on the hangers’ transverse vibration ...
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