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    At the Upper Transition of Subcritical Regime of a Circular Cylinder 

    Source: Journal of Fluids Engineering:;2001:;volume( 123 ):;issue: 002:;page 422
    Author(s): K. W. Lo; N. W. M. Ko
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The present study establishes the transition between the lower and upper subcritical regime of flow over a circular cylinder at 7×103<Re<2×104. Based on a new sampling technique, ...
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    Turbulent Near Wake Behind a Partially Grooved Circular Cylinder 

    Source: Journal of Fluids Engineering:;1997:;volume( 119 ):;issue: 001:;page 19
    Author(s): K. W. Lo; N. W. M. Ko
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The near wake of a partially V-grooved circular cylinder is investigated. The flow over the smooth half is within the high subcritical regime, while that over the grooved half is within the ...
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    Building Response due to Subway Train Traffic 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 011
    Author(s): K. H. Chua; K. W. Lo; T. Balendra
    Publisher: American Society of Civil Engineers
    Abstract: There are several existing methods for determining groundborne vibrations in buildings due to subway train traffic that are essentially based on empirically derived relationships. These methods are not able to handle ...
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    Performance of Urban Rail Transit System: Vibration and Noise Study 

    Source: Journal of Performance of Constructed Facilities:;1997:;Volume ( 011 ):;issue: 002
    Author(s): D. K. H. Chua; C. G. Koh; K. W. Lo
    Publisher: American Society of Civil Engineers
    Abstract: Vibration and noise are two major factors in the performance assessment of rail transit systems, particularly in an urban environment where elevated systems are used. A program of field measurements was conducted in Singapore ...
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    Performance of a Three-Dimensional Hvorslev–Modified Cam Clay Model for Overconsolidated Clay 

    Source: International Journal of Geomechanics:;2004:;Volume ( 004 ):;issue: 004
    Author(s): K. A. Mita; G. R. Dasari; K. W. Lo
    Publisher: American Society of Civil Engineers
    Abstract: It is well established that critical state soil mechanics provides a useful theoretical framework for constitutive modeling of soil. Most of the critical state models, including the popular modified Cam clay (MCC) model, ...
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    Steady‐State Vibration of Subway‐Soil‐Building System 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 001
    Author(s): T. Balendra; K. H. Chua; K. W. Lo; S. L. Lee
    Publisher: American Society of Civil Engineers
    Abstract: The steady‐state vibration of a subway‐soil‐building system is determined using an appropriate finite element model. The vibration level in the podium block of the building is obtained for two different track support ...
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