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    An Efficient Computing Explicit Method for Structural Dynamics 

    Source: Journal of Pressure Vessel Technology:;2009:;volume( 131 ):;issue: 002:;page 21211
    Author(s): Shuenn-Yih Chang
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: An integration algorithm, which integrates the most important advantage of explicit methods of the explicitness of each time step and that of implicit methods of the possibility of unconditional ...
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    Accuracy of Time History Analysis of Impulses 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author(s): Shuenn-Yih Chang
    Publisher: American Society of Civil Engineers
    Abstract: It was found that a very small time step might be needed in the step-by-step solution of the shock response from an impulse. In fact, this time step might be much smaller than the time step needed for accurate representation ...
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    Nonlinear Error Propagation Analysis for Explicit Pseudodynamic Algorithm 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 008
    Author(s): Shuenn-Yih Chang
    Publisher: American Society of Civil Engineers
    Abstract: A technique to evaluate the error propagation of the pseudodynamic testing of a nonlinear system is proposed. This technique mainly relies upon the introduction of the degree of nonlinearity to describe the variation of ...
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    Explicit Pseudodynamic Algorithm with Unconditional Stability 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 009
    Author(s): Shuenn-Yih Chang
    Publisher: American Society of Civil Engineers
    Abstract: An unconditionally stable explicit pseudodynamic algorithm is proposed herein. This pseudodynamic algorithm can be implemented as simply as the very commonly used explicit pseudodynamic algorithms, such as the central ...
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    Approach for Overcoming Numerical Inaccuracy Caused by Load Discontinuity 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Shuenn-Yih Chang
    Publisher: American Society of Civil Engineers
    Abstract: It was found that the discontinuity at the end of an impulse will lead to numerical inaccuracy as this discontinuity will result in an extra impulse and thus an extra displacement in the time history analysis. In addition, ...
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    Enhanced, Unconditionally Stable, Explicit Pseudodynamic Algorithm 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 005
    Author(s): Shuenn-Yih Chang
    Publisher: American Society of Civil Engineers
    Abstract: In performing a pseudodynamic test, an explicit method is generally preferred over an implicit method since it involves no iteration procedure or extra hardware that is often needed for an implicit method. However, its ...
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    Linearized Stability and Accuracy for Step-by-Step Solutions of Certain Nonlinear Systems 

    Source: Journal of Engineering Mechanics:;2008:;Volume ( 134 ):;issue: 012
    Author(s): Shuenn-Yih Chang
    Publisher: American Society of Civil Engineers
    Abstract: In this work, stability and accuracy of the Newmark method for nonlinear systems are obtained from a linearized analysis. This analysis reveals that an unconditionally stable integration method for linear elastic systems ...
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    Error Propagation in Implicit Pseudodynamic Testing of Nonlinear Systems 

    Source: Journal of Engineering Mechanics:;2005:;Volume ( 131 ):;issue: 012
    Author(s): Shuenn-Yih Chang
    Publisher: American Society of Civil Engineers
    Abstract: Error propagation analysis of an implicit pseudodynamic algorithm has been developed for linear elastic systems. However, these error propagation results might not be applicable to nonlinear systems. Since the pseudodynamic ...
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    Accurate Representation of External Force in Time History Analysis 

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 001
    Author(s): Shuenn-Yih Chang
    Publisher: American Society of Civil Engineers
    Abstract: It is usually thought that the integration time step should be small enough to represent properly the variation of the dynamic loading with respect to time. However, there is no evaluation criterion that can be used to ...
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    Improved Explicit Method for Structural Dynamics 

    Source: Journal of Engineering Mechanics:;2007:;Volume ( 133 ):;issue: 007
    Author(s): Shuenn-Yih Chang
    Publisher: American Society of Civil Engineers
    Abstract: An explicit method, which simultaneously has the most promising advantages of the explicit and implicit methods, is presented. It is shown that numerical properties of the proposed explicit method are exactly the same as ...
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