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    Partitioned Transient Analysis Procedures for Coupled-Field Problems: Stability Analysis 

    Source: Journal of Applied Mechanics:;1980:;volume( 047 ):;issue: 002:;page 370
    Author(s): K. C. Park
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A general partitioned transient analysis procedure is proposed, which is amenable to a unified stability analysis technique. The procedure embodies two existing implicit-explicit procedures and one ...
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    An Improved Stiffly Stable Method for Direct Integration of Nonlinear Structural Dynamic Equations 

    Source: Journal of Applied Mechanics:;1975:;volume( 042 ):;issue: 002:;page 464
    Author(s): K. C. Park
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The behavior of linear multistep methods has been evaluated for application to structural dynamics problems. By examining the local stability of the currently popular methods as applied to ...
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    An Improved Semi-Implicit Method for Structural Dynamics Analysis 

    Source: Journal of Applied Mechanics:;1982:;volume( 049 ):;issue: 003:;page 589
    Author(s): K. C. Park
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A semi-implicit algorithm is presented for direct time integration of the structural dynamics equations. The algorithm avoids the factoring of the implicit difference solution matrix and mitigates ...
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    Localized Vibration Isolation Strategy for Low-Frequency Excitations in Membrane Space Structures 

    Source: Journal of Vibration and Acoustics:;2006:;volume( 128 ):;issue: 006:;page 790
    Author(s): Hiraku Sakamoto; K. C. Park
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The present study explores both structural and controller design to attenuate vibration in large membrane space structures, especially due to low-frequency harmonic excitations. It is very difficult ...
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    The Deployment of Curved Closed Tubes 

    Source: Journal of Mechanical Design:;1996:;volume( 118 ):;issue: 003:;page 337
    Author(s): G. Greschik; K. C. Park
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A critical review of previous work on the unfurling of helically curved tubes (Greschik et al, 1994, 1996) is conducted, which leads to the proposition of a continuous and smooth deployment ...
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    Partitioned Transient Analysis Procedures for Coupled-Field Problems: Accuracy Analysis 

    Source: Journal of Applied Mechanics:;1980:;volume( 047 ):;issue: 004:;page 919
    Author(s): K. C. Park; C. A. Felippa
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Partitioned solution procedures for direct time integration of second-order coupled-field systems are studied from the standpoint of accuracy. These procedures are derived by three formulation ...
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    A Simplified Technique for Prediction of Collapse Modes in Crash-Impacted Structural Systems 

    Source: Journal of Manufacturing Science and Engineering:;1976:;volume( 098 ):;issue: 003:;page 902
    Author(s): K. J. Saczalski; K. C. Park
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A pseudostatistical technique utilizing linear system parameters for the determination of strain energy concentration patterns within shock-impacted structural systems forms the basis for identifying ...
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    Computational Aspects of Time Integration Procedures in Structural Dynamics—Part 1: Implementation 

    Source: Journal of Applied Mechanics:;1978:;volume( 045 ):;issue: 003:;page 595
    Author(s): C. A. Felippa; K. C. Park
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A unified approach for the implementation of direct time integration procedures in structural dynamics is presented. Two key performance assessment factors are considered, viz., computational effort ...
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    Computational Aspects of Time Integration Procedures in Structural Dynamics—Part 2: Error Propagation 

    Source: Journal of Applied Mechanics:;1978:;volume( 045 ):;issue: 003:;page 603
    Author(s): K. C. Park; C. A. Felippa
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The propagation of computational error in the direct time integration of the equations of structural dynamics is investigated. Asymptotic error propagation equations corresponding to the computational ...
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    A Curved C0 Shell Element Based on Assumed Natural-Coordinate Strains 

    Source: Journal of Applied Mechanics:;1986:;volume( 053 ):;issue: 002:;page 278
    Author(s): K. C. Park; G. M. Stanley
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A curved C 0 shell element is presented, which corrects several deficiencies in existing quadratic shell elements. The improvements realized in the present element include rank sufficiency without ...
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