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    Onset of Vortex Shedding in a Periodic Array of Circular Cylinders 

    Source: Journal of Fluids Engineering:;2006:;volume( 128 ):;issue: 005:;page 1101
    Author(s): L. Zhang; S. Balachandar
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Hopf bifurcation of steady base flow and onset of vortex shedding over a transverse periodic array of circular cylinders is considered. The influence of transverse spacing on critical Reynolds ...
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    Vibration of Open Cylindrical Shells with Stepped Thickness Variations 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 007
    Author(s): L. Zhang; Y. Xiang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the first-known exact solutions for vibration of open circular cylindrical shells with multiple stepwise thickness variations based on the Flügge thin shell theory. An open cylindrical shell is assumed ...
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    Dynamic Characteristics of a Constrained String Translating Across an Elastic Foundation 

    Source: Journal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 003:;page 318
    Author(s): C. A. Tan; L. Zhang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The free and forced linear response of a constrained string translating across an elastic foundation is examined in this paper. The transfer function method is used in the analysis. For the ...
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    Nonlinear Vibration of Parametrically Excited Moving Belts, Part I: Dynamic Response 

    Source: Journal of Applied Mechanics:;1999:;volume( 066 ):;issue: 002:;page 396
    Author(s): L. Zhang; J. W. Zu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The dynamic response and stability of parametrically excited viscoelastic belts are investigated in these two consecutive papers. In the first paper, the generalized equation of motion is obtained ...
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    Nonlinear Vibration of Parametrically Excited Viscoelastic Moving Belts, Part II: Stability Analysis 

    Source: Journal of Applied Mechanics:;1999:;volume( 066 ):;issue: 002:;page 403
    Author(s): L. Zhang; J. W. Zu
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The amplitude and existence conditions of nontrivial limit cycles are derived in the companion paper by the use of the method of multiple scales. In this paper, the stability for parametrically ...
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    Simple General Solution for Interfacial Stresses in Plated Beams 

    Source: Journal of Composites for Construction:;2010:;Volume ( 014 ):;issue: 004
    Author(s): L. Zhang; J. G. Teng
    Publisher: American Society of Civil Engineers
    Abstract: The flexural strength of a reinforced concrete, metallic or timber beam can be increased by bonding a thin plate, made of steel or fiber-reinforced polymer, to its tension face. A main failure mode of such plated beams ...
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    Frequency Analysis of Flood Damage 

    Source: Journal of Hydrologic Engineering:;2005:;Volume ( 010 ):;issue: 002
    Author(s): L. Zhang; Vijay P. Singh
    Publisher: American Society of Civil Engineers
    Abstract: Determination of flood damage frequencies constitutes a fundamental component of any comprehensive flood-risk methodology. A time series of flood damage may contain zero values. Therefore, the probability distribution of ...
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    Gumbel–Hougaard Copula for Trivariate Rainfall Frequency Analysis 

    Source: Journal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 004
    Author(s): L. Zhang; Vijay P. Singh
    Publisher: American Society of Civil Engineers
    Abstract: Joint distributions of rainfall intensity, duration, and depth or those of rainfall intensity and duration, rainfall depth and duration, and rainfall intensity and depth are important in hydrologic design and floodplain ...
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    Bivariate Flood Frequency Analysis Using the Copula Method 

    Source: Journal of Hydrologic Engineering:;2006:;Volume ( 011 ):;issue: 002
    Author(s): L. Zhang; V. P. Singh
    Publisher: American Society of Civil Engineers
    Abstract: Using the copula method, bivariate distributions of flood peak and volume, and flood volume and duration were derived. A major advantage of this method is that marginal distributions of individual variables (i.e., flood ...
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    Trivariate Flood Frequency Analysis Using the Gumbel–Hougaard Copula 

    Source: Journal of Hydrologic Engineering:;2007:;Volume ( 012 ):;issue: 004
    Author(s): L. Zhang; Vijay P. Singh
    Publisher: American Society of Civil Engineers
    Abstract: Using the Gumbel–Hougaard copula, trivariate distributions of flood peak, volume, and duration were derived, and then conditional return periods were obtained. The derived distributions were tested using flood data from ...
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