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    Dynamic Stresses and Displacements Around Cylindrical Cavities of Arbitrary Shape 

    Source: Journal of Applied Mechanics:;1984:;volume( 051 ):;issue: 004:;page 798
    Author(s): S. K. Datta; K. C. Wong; A. H. Shah
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Dynamic stresses and displacements around cylindrical cavities of various shapes, namely, circular, triangular, and square cavities are presented in this paper. Also presented are results for a ...
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    Forecasting Cargo Throughput for the Port of Hong Kong: Error Correction Model Approach 

    Source: Journal of Urban Planning and Development:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Eddie C. M. Hui; William Seabrooke; Gordon K. C. Wong
    Publisher: American Society of Civil Engineers
    Abstract: The port of Hong Kong is the primary import/export hub for the Pearl River Delta. However, with the exception of Fung, rigorous attempts in forecasting cargo traffic for the port have been lacking. The official forecast ...
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    Three‐Dimensional Motion of Buried Pipeline. II: Numerical Results 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 012
    Author(s): K. C. Wong; A. H. Shah; S. K. Datta
    Publisher: American Society of Civil Engineers
    Abstract: Using the analysis presented in the accompanying paper (Part I) numerical results showing the dynamic stresses (circumferential and axial) in buried pipe are presented. Incident plane seismic waves considered are: longitudinal (
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    Three‐Dimensional Motion of Buried Pipeline. I: Analysis 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 012
    Author(s): K. C. Wong; S. K. Datta; A. H. Shah
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic response of a long, continuous pipeline buried at a depth,
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    Dynamic Stresses and Displacements in Buried Pipe 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 010
    Author(s): Subhendu K. Datta; Arvind H. Shah; K. C. Wong
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic response of a pipeline buried in a semi‐infinite elastic medium is investigated. The pipeline is modeled as a circular cylindrical shell of small thickness. The incident disturbances are assumed to be plane waves ...
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