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    Discussion of “<i>Extended Split‐Hopkinson Bar Analysis for Attenuating Materials</i>” by Conrad W. Felice, Edward S. Gaffney, and Joseph A. Brown (May, 1991, Vol. 117, No. 5) 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 011
    Author(s): K. Y. Wong
    Publisher: American Society of Civil Engineers
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    Methods of Interpreting Structural Incompatibility in Bored Pier Uplift Test 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 012
    Author(s): K. Y. Wong; David John Williams
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents two methods of analysis of data obtained from an uplift loading test on an instrumented bored pier reinforced only by a central steel angle to which the uplift load was applied. The objective of the ...
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    On the Localization of Inlet Boundary for Hydrodynamically Lubricated Infinite Cylinder Rotating Over a Flat Surface 

    Source: Journal of Tribology:;1985:;volume( 107 ):;issue: 002:;page 249
    Author(s): K. K. Y. Wong; J. S. Kennedy; CZ. M. Rodkiewicz
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Molecular Dynamics Simulation of Thermal Cycling Test in Electronic Packaging 

    Source: Journal of Electronic Packaging:;2007:;volume( 129 ):;issue: 001:;page 35
    Author(s): Hai Bo Fan; Edward K. L. Chan; Cell K. Y. Wong; Matthew M. F. Yuen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Interfacial failure under thermal cycling conditions is one of the main concerns in package design. To minimize such failure in multi-layered electronic assemblies and packages, it is important ...
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    Rational Wave Equation Model for Pile‐Driving Analysis 

    Source: Journal of Geotechnical Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): S. L. Lee; Y. K. Chow; G. P. Karunaratne; K. Y. Wong
    Publisher: American Society of Civil Engineers
    Abstract: A one‐dimensional wave equation model for pile‐driving analysis is presented. In this model, the pile is represented by discrete elements, while the soil is represented by a series of springs and dashpots, the coefficients ...
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    Assessment of Bridge Expansion Joints Using Long-Term Displacement and Temperature Measurement 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 002
    Author(s): Y. Q. Ni; X. G. Hua; K. Y. Wong; J. M. Ko
    Publisher: American Society of Civil Engineers
    Abstract: A procedure for assessment of bridge expansion joints making use of long-term monitoring data is presented in this paper. Based on the measurement data of expansion joint displacement and bridge temperature, the normal ...
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    Closure to “Low Strain Integrity Testing of Piles: Three-Dimensional Effects” by Y. K. Chow, K. K. Phoon, W. F. Chow, and K. Y. Wong 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 002
    Author(s): Y. K. Chow; K. K. Phoon; W. F. Chow; K. Y. Wong
    Publisher: American Society of Civil Engineers
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    Low Strain Integrity Testing of Piles: Three-Dimensional Effects 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author(s): Y. K. Chow; K. K. Phoon; W. F. Chow; K. Y. Wong
    Publisher: American Society of Civil Engineers
    Abstract: Results of low strain integrity testing of piles are normally interpreted using one-dimensional (1D) stress wave theory. While 1D stress wave theory is acceptable for pile-driving analysis, it may not adequately simulate ...
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    Modeling of Temperature–Frequency Correlation Using Combined Principal Component Analysis and Support Vector Regression Technique 

    Source: Journal of Computing in Civil Engineering:;2007:;Volume ( 021 ):;issue: 002
    Author(s): X. G. Hua; Y. Q. Ni; J. M. Ko; K. Y. Wong
    Publisher: American Society of Civil Engineers
    Abstract: A good understanding of environmental effects on structural modal properties is essential for reliable performance of vibration-based damage diagnosis methods. In this paper, a method of combining principal component ...
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    Closure to “<i>Rational Wave Equation Model for Pile‐Driving Analysis</i>” by S. L. Lee, Y. K. Chow, G. P. Karunarantne, and K. Y. Wong (March, 1988, Vol. 114, No. 3) 

    Source: Journal of Geotechnical Engineering:;1989:;Volume ( 115 ):;issue: 008
    Author(s): S. L. Lee; Y. K. Chow; G. P. Karunarantne; K. Y. Wong
    Publisher: American Society of Civil Engineers
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