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...
| 出版年: | Earthquake engineering & structural dynamics. 37, 12 (2008). |
|---|---|
| 第一著者: | |
| フォーマット: | 論文 |
| 言語: | 英語 |
| 主題: |