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    Fluid Movement in a Channel With Permeable Walls Covered by Porous Media: A Model of Lung Alveolar Sheet 

    Source: Journal of Applied Mechanics:;1975:;volume( 042 ):;issue: 001:;page 45
    Author(s): H. T. Tang; Y. C. Fung
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The smallest microscopic blood vessels in the human lung are organized into sheet-like networks. These sheets form the walls of the 300 million alveoli in which air flows due to breathing. ...
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    Solute Distribution in the Flow in a Channel Bounded by Porous Layers: A Model of the Lung 

    Source: Journal of Applied Mechanics:;1975:;volume( 042 ):;issue: 003:;page 531
    Author(s): Y. C. Fung; H. T. Tang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The tracer (indicator-dilution) technique is often used to measure the volume of interstitial water in the lung tissue. The basic hypotheses required for the validity of the formula: volume = ...
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    Longitudinal Dispersion of Tracer Particles in the Blood Flowing in a Pulmonary Alveolar Sheet 

    Source: Journal of Applied Mechanics:;1975:;volume( 042 ):;issue: 003:;page 536
    Author(s): Y. C. Fung; H. T. Tang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The analysis of G. I. Taylor on the dispersion of solutes in a circular cylindrical tube is extended to the case of flow in a channel bounded by porous layers. Creeping flow in the channel ...
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    Dynamic Response of Flexibly Supported Liquid‐Storage Tanks 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 001
    Author(s): Anestis S. Veletsos; Yu Tang; H. T. Tang
    Publisher: American Society of Civil Engineers
    Abstract: A refined method is presented for evaluating the impulsive components of response of upright, cylindrical liquid‐storage tanks that are supported through a rigid circular foundation at the surface of a homogeneous, elastic ...
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    Fatigue-Seismic Ratcheting Interactions in Pressurized Elbows 

    Source: Journal of Pressure Vessel Technology:;1994:;volume( 116 ):;issue: 004:;page 396
    Author(s): Dj. Boussaa; P. Labbé; H. T. Tang; K. Dang Van
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Three dynamic tests on pressurized elbows involving fatigue-ratcheting as the major failure mode are investigated. The fatigue analysis is carried out with two approaches: the first is global ...
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    Axisymmetric Elastic-Plastic FE Analysis of Pressurized Elbows 

    Source: Journal of Pressure Vessel Technology:;1995:;volume( 117 ):;issue: 004:;page 357
    Author(s): Dj. Boussaa; P. Labbé; H. T. Tang; K. Dang Van
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A variational formulation for the pure in-plane bending problem of pressurized elbows with arbitrary cross section, written in the 3-D infinitesimal displacement continuum mechanics framework, and ...
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    Inference of Dynamic Shear Modulus from Lotung Downhole Data 

    Source: Journal of Geotechnical Engineering:;1996:;Volume ( 122 ):;issue: 008
    Author(s): C.-Y. Chang; Chin Man Mok; H.-T. Tang
    Publisher: American Society of Civil Engineers
    Abstract: Downhole ground motions recorded at the Lotung Large-Scale Seismic Test (LSST) site were used in this paper to infer in-situ dynamic soil properties. The purposes were (1) to provide field evidence of nonlinear soil behavior ...
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    Containment Capacity and Failure Modes for Conditions beyond Design Basis 

    Source: Journal of Energy Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): H. T. Tang; Q. A. Hossain; M. K. Ravindra
    Publisher: American Society of Civil Engineers
    Abstract: Under internal over‐pressure loading, experimental studies have demonstrated that the most probable ultimate failure mode of concrete containments of nuclear power plants is leakage instead of a catastrophic break. For ...
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    Lotung Downhole Array. II: Evaluation of Soil Nonlinear Properties 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): M. Zeghal; A.-W. Elgamal; H. T. Tang; J. C. Stepp
    Publisher: American Society of Civil Engineers
    Abstract: The characteristics of soil response during earthquake excitations, at a site in Lotung, Taiwan are identified using the Lotung large scale seismic test (LSST) data. A technique is developed to evaluate soil shear ...
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    Lotung Downhole Array. I: Evaluation of Site Dynamic Properties 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 004
    Author(s): A.-W. Elgamal; M. Zeghal; H. T. Tang; J. C. Stepp
    Publisher: American Society of Civil Engineers
    Abstract: The Lotung large-scale seismic test (LSST) site in Taiwan was instrumented in 1985 with an array of downhole and surface accelerometers, by the Electric Power Research Institute (EPRI), Palo Alto, Calif., and the Taiwan ...
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