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- If you want to try explicit integration, use Newmark with Beta = 0, and no stiffness proportional damping. This requires extremely small time sub-steps (less than 1/10th the shortest eigen period when the gaps are closed). It runs faster than an implicit method, but will still take quite a while.
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Detailed description of the model including the parameters for the time integration method are provided in the attached "analysis notes.pdf" file.
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