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...
| Publicat a: | Earthquake engineering & structural dynamics. 37, 12 (2008). |
|---|---|
| Autor principal: | |
| Format: | Article |
| Idioma: | English |
| Matèries: |