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    Fracture Toughness of Bohai Bay Sea Ice 

    Source: Journal of Offshore Mechanics and Arctic Engineering:;1988:;volume( 110 ):;issue: 004:;page 409
    Author(s): W. Shen; S.-Z. Lin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this paper linear elastic fracture mechanics is used to evaluate the fracture toughness of sea ice, which was collected from Bohai Bay and researched experimentally in the recent 84/85 ...
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    Closure to “<i>Analysis and Comparisons of Degradation Models</i>” by Jau‐Yau Lu and Hsieh W. Shen (April, 1986, Vol. 112, No. 4) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): Jau‐Yau Lu; Hsieh W. Shen
    Publisher: American Society of Civil Engineers
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    Development and Prediction of Bed Armoring 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): Hseih W. Shen; Jau‐Yau Lu
    Publisher: American Society of Civil Engineers
    Abstract: The major purposes of this study are to use available data to predict: (1) The development of bed armoring; and (2) the final composition of grain size distribution. First, the different factors influencing the incipient ...
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    Analysis and Comparisons of Degradation Models 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 004
    Author(s): Jau‐Yau Lu; Hsieh W. Shen
    Publisher: American Society of Civil Engineers
    Abstract: Construction of a dam is one of the most common causes of channel degradation. The major differences among several well‐known mathematical degradation models are classified. The analytical degradation model is based on the ...
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    Remodified Einstein Procedure for Sediment Load 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): Hsieh W. Shen; Cary S. Hung
    Publisher: American Society of Civil Engineers
    Abstract: A procedure has been developed to calculate the total sediment transport rates from the flow and suspended sediment data collected from the sampled zone (by depth integrated sampler). This procedure is a modification of ...
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    Closure to “<i>Development and Prediction of Bed Armoring</i>” by Hsieh W. Shen and Jau‐Yau Lu (April, 1983) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Hsieh W. Shen; Jau‐Yau Lu
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Remodified Einstein Procedure for Sediment Load</i>” by Hsieh W. Shen and Cary S. Hung (April, 1983) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Hsieh W. Shen; Cary S. Hung
    Publisher: American Society of Civil Engineers
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    Flood‐Frequency Derivation from Kinematic Wave 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 004
    Author(s): Luis Cadavid; Jayantha T. B. Obeysekera; H. W. Shen
    Publisher: American Society of Civil Engineers
    Abstract: The use of derived distributions to predict flood frequency is relatively new and requires refinement and improvement. This paper reports another effort to obtain and test a derived flood‐frequency distribution, applicable ...
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    An Investigation of the Effects of Microstructure on Fatigue Crack Growth in Ti-6242 

    Source: Journal of Engineering Materials and Technology:;2005:;volume( 127 ):;issue: 001:;page 46
    Author(s): F. McBagonluri; E. Akpan; C. Mercer; W. Shen; W. O. Soboyejo
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Surface and subsurface crack nucleation and growth mechanisms are elucidated for equiaxed (microstructure 1), elongated (microstructure 2), and colony (microstructure 3) microstructures of Ti6242. ...
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    Static Strength of Axially Loaded Elliptical Hollow Section X Joints with Braces Welded to Wide Sides of Chord. II: Parametric Study and Strength Equations 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): W. Shen; Y. S. Choo; J. Wardenier; J. A. Packer; G. J. van der Vegte
    Publisher: American Society of Civil Engineers
    Abstract: A research program consisting of experimental tests and finite-element (FE) analyses has been carried out to study the behavior and static strength of axially loaded elliptical hollow section (EHS) X joints of two ...
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