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    Equivalent Dynamic Load Factor for Crowd Walking Loads 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 010:;page 04022159
    Author(s): Jinping Wang; Jun Chen
    Publisher: ASCE
    Abstract: Pedestrian-induced loads may cause vibration serviceability or safety issues in slender structures such as long-span floors and footbridges. Although some models for crowd walking loads have been established, the synchronization ...
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    Spectral Model for Crowd Walking Load 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 003
    Author(s): Jinping Wang; Jun Chen; Yutaka Yokoyama; Jiecheng Xiong
    Publisher: ASCE
    Abstract: Crowd walking is a common daily activity that can cause large vibrations on slender structures such as footbridges and long-span floors. Although modeling of crowd walking loads is critical in structural response prediction, ...
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    Power Spectral-Density Model for Pedestrian Walking Load 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 002
    Author(s): Jun Chen; Jinping Wang; James M. W. Brownjohn
    Publisher: American Society of Civil Engineers
    Abstract: Intensive vibrations may occur in slender structures like footbridges and long-span floors due to movement of pedestrians. Problems are usually treated in the time domain as Fourier series models of the forcing function, ...
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