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...
| 發表在: | Earthquake engineering & structural dynamics. 37, 12 (2008). |
|---|---|
| 主要作者: | |
| 格式: | Article |
| 語言: | English |
| 主題: |