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    The Effect of a Rigid Elliptic Inclusion on the Bending of a Thick Elastic Plate 

    Source: Journal of Applied Mechanics:;1961:;volume( 028 ):;issue: 003:;page 379
    Author(s): Fu Chow
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The effect of a rigid elliptic inclusion on both plain bending and pure twist of a thick elastic plate is investigated on the basis of Reissner’s plate theory [1, 2]. Comparison is made for ...
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    Initial Buoyancy Reduction in Exhausting Smoke With Solar Chimney Design 

    Source: Journal of Heat Transfer:;2010:;volume( 132 ):;issue: 001:;page 14502
    Author(s): C. L. Chow; W. K. Chow
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A possible problem in using solar chimney as a natural smoke exhaust system will be identified in this paper. Smoke generated in a fire might not be removed effectively if the glazing walls ...
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    Peristaltic Transport in a Circular Cylindrical Pipe 

    Source: Journal of Applied Mechanics:;1970:;volume( 037 ):;issue: 004:;page 901
    Author(s): T. S. Chow
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The flow of an incompressible viscous fluid through a circular pipe is studied for the case of an axisymmetric wave traveling along the wall when the initial motion is assumed to be a ...
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    Discussion of “<i>Hybrid FE Procedure for Soil‐Structure Interaction</i>” by C. S. Desai and S. Sargand (April, 1984) 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author(s): Yean K. Chow
    Publisher: American Society of Civil Engineers
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    Torsional Response of Piles in Nonhomogeneous Soil 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 007
    Author(s): Yean K. Chow
    Publisher: American Society of Civil Engineers
    Abstract: A discrete element method is described for the analysis of single piles subjected to torsion. The soil is modelled using the modulus of subgrade reaction, which is expressed in terms of the soil shear modulus and the pile ...
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    Three‐Dimensional Analysis of Pile Groups 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): Y. K. Chow
    Publisher: American Society of Civil Engineers
    Abstract: A numerical method is presented for the analysis of general three‐dimensional pile groups. The features of the pile‐group model may include battered piles, different pile sizes, non‐uniform pile sections, soil nonlinearity, ...
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    Many Engineering Issues and Challenges Met in Development of Hong Kong 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1992:;Volume ( 118 ):;issue: 001
    Author(s): C. K. Chow
    Publisher: American Society of Civil Engineers
    Abstract: The development of Hong Kong as a port dates back to the mid‐19th century, but its real growth to become an important international center in trade, finance, and manufacturing only started forty years ago. The sharp increase ...
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    Transportation for Hong Kong Requires Solutions to Issues and Problems 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1992:;Volume ( 118 ):;issue: 003
    Author(s): C. K. Chow
    Publisher: American Society of Civil Engineers
    Abstract: Accommodating the rapidly expanding Hong Kong population on a rugged terrain of limited area demands a solution to many transportation issues and problems. The old urban area is growing and being modernized. In addition, ...
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    Hong‐Kong Port Facilities, Airport, and Housing Require New Concepts 

    Source: Journal of Professional Issues in Engineering Education and Practice:;1992:;Volume ( 118 ):;issue: 004
    Author(s): C. K. Chow
    Publisher: American Society of Civil Engineers
    Abstract: Hong Kong is situated on the south coast of China and is the main trading port with that country. During 1991 a total 255,300 ships called at Hong Kong which is one of the world's busiest ports. Rapid expansion of air ...
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    The Packing of a Template on a Flat Surface 

    Source: Journal of Mechanical Design:;1980:;volume( 102 ):;issue: 003:;page 490
    Author(s): W. W. Chow
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Two ways of nesting are covered: (1) all templates in uniform orientation, and (2) alternate columns of inverted templates. Columns of templates are formed and neighboring columns are meshed ...
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