A new family of generalized-α time integration algorithms without overshoot for structural dynamics.
A new family of generalized-α (G-α) algorithm without overshoot is presented by introducing seven free parameters into the single-step three-stage formulation for solution of structural dynamic problems. It is proved through finite difference analysis that these algorithms are unconditionally stable...
| Veröffentlicht in: | Earthquake engineering & structural dynamics. 37, 12 (2008). |
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| Format: | Artikel |
| Sprache: | English |
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