Improved Explicit Method for Structural Dynamics

By SHUENN-YIH CHANG*. 2007

79 citations recorded by the source corpus.

Subfields: Computational Mechanics, Numerical Analysis, Statistical and Nonlinear Physics

View Paper: https://www.semanticscholar.org/paper/f77db5723104912735109553c3c6215cd33f6636

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1. SHUENN-YIH CHANG*
2. Anthony Gravouil

Citations in the corpus

• An explicit method with improved stability property (2009, methodology): “However, the recent study reveals that it can only have unconditional stability for linear elastic and instantaneous stiffness softening systems, whereas for instantaneous stiffness hardening systems it becomes only conditionally stable [6].”
• A family of noniterative integration methods with desired numerical dissipation (2014, background): “In order to illustrate that SSDM may become conditionally stable for a nonlinear system and a stability amplification factor can be utilized to enlarge the unconditional stability range, a parameter is introduced to monitor the stiffness change and is called the instantaneous degree of nonlinearity ”