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    Representation of Damping Matrix 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 005
    Author(s): Z. Liang; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the representation of the damping matrix in terms of mass and stiffness matrices. A relationship is proposed that can represent not only Rayleigh damping, but also the general nonproportional damping. ...
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    On Nonlinear Viscoelastic Properties of Arterial Tissue 

    Source: Journal of Biomechanical Engineering:;1984:;volume( 106 ):;issue: 001:;page 42
    Author(s): S. G. Wu; G. C. Lee
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Nonlinear viscoelasticity is important in a variety of studies in biomechanics. One of the subject areas is the necessity to characterize the dynamic properties of blood vessels. This study ...
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    Biaxial Properties of Structural Steel under Nonproportional Loading 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 008
    Author(s): K. C. Chang; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: Most research studies on inelastic material behavior of steel structures under earthquake ground motions are concentrated on general uniaxial cyclic loading conditions. Very limited attention has been given to the responses ...
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    Constitutive Relations of Structure Steel under Nonproportional Loading 

    Source: Journal of Engineering Mechanics:;1986:;Volume ( 112 ):;issue: 008
    Author(s): K. C. Chang; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: The mechanical properties of metals in the inelastic range may generally be described by mathematical relationships. Many such constitutive relationships or plasticity models were formulated based on limited experimental ...
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    Time‐Domain Analyses of Dam‐Reservoir System. II: Substructure Method 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 009
    Author(s): C. S. Tsai; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: Nonlinear analyses of (flexible) dam‐ (infinite) reservoir interactions require time‐domain formulations. In this paper, an exact consideration of radiation condition in the far field of the infinite reservoir and a ...
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    Time‐Domain Analyses of Dam‐Reservoir System. I: Exact Solution 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 009
    Author(s): G. C. Lee; C. S. Tsai
    Publisher: American Society of Civil Engineers
    Abstract: An exact solution for the transient responses of (flexible) structure‐(infinite) reservoir systems is presented. Exact consideration of the radiation condition of the infinite reservoir and the deformation of the structure ...
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    Correction Criteria of Finite Element Modeling in Structural Dynamics 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 004
    Author(s): M. Tong; Z. Liang; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: In structural dynamics, analytical models based on the finite element method are often inaccurate for complex systems. Corrections are then made by using experimental data as standard references. Due to a lack of reliable ...
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    Simple Plasticity Model of Two‐Surface Type 

    Source: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 003
    Author(s): N. T. Tseng; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: Based on the existence of a yield surface and a memory surface which represents the maximum stress state the material ever experienced, a plasticity model is proposed to describe the inelastic behavior of metal. By choosing ...
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    Seismic Behavior of Gable Frame Consisting of Tapered Members 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 003
    Author(s): J. S. Hwang; K. C. Chang; G. C. Lee
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the dynamic responses of a one‐fifth‐scale gable‐frame structure composed of tapered members subjected to El Centro earthquake ground motions, using a shaking table. The test structure was designed ...
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    Numerical Simulation for the Propagation of Nonlinear Pulsatile Waves in Arteries 

    Source: Journal of Biomechanical Engineering:;1992:;volume( 114 ):;issue: 004:;page 490
    Author(s): X. Ma; S. G. Wu; G. C. Lee
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The behavior of nonlinear pulsatile flow of incompressible blood contained in an elastic tube is examined. The theory takes into account the nonlinear convective terms of the Navier-Stokes ...
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