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    Granular Damping in Forced Vibration: Qualitative and Quantitative Analyses 

    Source: Journal of Vibration and Acoustics:;2006:;volume( 128 ):;issue: 004:;page 489
    Author(s): X. Fang; J. Tang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Granular damping is a passive vibration suppression technique which attenuates the response of a vibrating structure by the use of a granule-filled enclosure attached to or embedded in the ...
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    A Direct Simulation Monte Carlo Approach for the Analysis of Granular Damping 

    Source: Journal of Computational and Nonlinear Dynamics:;2007:;volume( 002 ):;issue: 002:;page 180
    Author(s): X. Fang; J. Tang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Granular damping, which possesses promising features for vibration suppression in harsh environments such as in turbo-machinery and spacecraft, has been studied using empirical analysis and more ...
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    Investigation of Granular Damping in Transient Vibrations Using Hilbert Transform Based Technique 

    Source: Journal of Vibration and Acoustics:;2008:;volume( 130 ):;issue: 003:;page 31006
    Author(s): X. Fang; H. Luo; J. Tang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Granular damping results from a combination of energy dissipation mechanisms including the impact and the friction between the vibrating structure and granules and among the granules. Although ...
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    Erratum for “Compute Critical and Normal Depths of Arch and Elliptical Pipes” by M. A. Perez, C. G. Butler, and X. Fang 

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): M. A. Perez; C. G. Butler; X. Fang
    Publisher: American Society of Civil Engineers
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    Advanced Analysis of Imperfect Portal Frames with Semirigid Base Connections 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 006
    Author(s): S. L. Chan; H. Y. Huang; L. X. Fang
    Publisher: American Society of Civil Engineers
    Abstract: A robust finite element procedure for large deflection and inelastic analysis of imperfect steel frames with semirigid base is proposed and the nonlinear behavior of semirigid frames with various modes of initial imperfection ...
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    Compute Critical and Normal Depths of Arch and Elliptical Pipes 

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 009
    Author(s): M. A. Perez; C. G. Butler; X. Fang
    Publisher: American Society of Civil Engineers
    Abstract: Arch and elliptical pipes are commonly used as roadway culverts. The pipe section is composed of three radii, which result in complex equations to compute cross-sectional geometry and hydraulic parameters, such as normal ...
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    Comparative Evaluation of Wattle Ditch Checks Composed of Differing Materials and Properties 

    Source: Journal of Irrigation and Drainage Engineering:;2015:;Volume ( 141 ):;issue: 002
    Author(s): W. N. Donald; W. C. Zech; X. Fang
    Publisher: American Society of Civil Engineers
    Abstract: Construction and development activities can generate new sources of water pollution by increasing storm-water runoff and erosion. Wattle ditch checks may be used on construction sites to mitigate channelized runoff by ...
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    Hydraulic Method to Evaluate the Performance of Ditch Check Practices and Products 

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 011
    Author(s): W. N. Donald; W. C. Zech; X. Fang; M. A. Perez
    Publisher: American Society of Civil Engineers
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    Methodology and Development of a Large-Scale Sediment Basin for Performance Testing 

    Source: Journal of Irrigation and Drainage Engineering:;2016:;Volume ( 142 ):;issue: 010
    Author(s): M. A. Perez; W. C. Zech; X. Fang; J. G. Vasconcelos
    Publisher: American Society of Civil Engineers
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    Design Methodology for the Selection of Temporary Erosion and Sediment Control Practices Based on Regional Hydrological Conditions 

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 004
    Author(s): M. A. Perez; W. C. Zech; W. N. Donald; X. Fang
    Publisher: American Society of Civil Engineers
    Abstract: Construction-related activities typically disturb established vegetation, resulting in the potential for accelerated erosion. Because of the associated water quality impacts of construction activities, the USEPA has ...
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