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    Analytical Study on Response Power Spectral Density of Structures Subjected to Nonstationary Excitation Considering Transient Responses 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 001:;page 04023112-1
    Author(s): Xiang Xiao; Zhonghua He; Qing Zhu; Weixin Ren
    Publisher: ASCE
    Abstract: Computing the response power spectral densities (PSDs) of structures from the excitation PSDs has always been a classical problem in structural random vibration. Conventional analytical methods ignore the frequency ...
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    Tropical Storm–Induced Buffeting Response of Long-Span Bridges: Enhanced Nonstationary Buffeting Force Model 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 006
    Author(s): Liang Hu; You-Lin Xu; Qing Zhu; Anna Guo; Ahsan Kareem
    Publisher: American Society of Civil Engineers
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    Design and Analysis of Concrete-Filled Rectangular Steel Tubular Truss-Arch Composite Bridge Stiffened with PBL 

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2020:;Volume ( 014 ):;issue: 002
    Author(s): Gang Long; Wei-qing Zhu; Yong-jian Liu; Bo-wen Feng
    Publisher: ASCE
    Abstract: Under the influence of long time load actions, shrinkage and creep of concrete, temperature variation, and concrete pouring quality, debonding may occur between steel tube and concrete. Debonding affects the mechanism ...
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    Hydromechanical Analysis of Collapse Settlement of Loess during Field Immersion Tests: Field Investigations and Numerical Modeling 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 010:;page 04024211-1
    Author(s): Tian-Gang Lan; Ling Xu; Shi-Feng Lu; Wen-qing Zhu; Heng-jie Liu
    Publisher: American Society of Civil Engineers
    Abstract: Loess is the most well-known collapsible soil. The field immersion test is one of the effective means to assess the in situ self-weight collapsibility of soil. However, the reason why huge differences appeared in collapse ...
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