An Unconditionally stable time-stepping procedure with algorithmic damping a weighted integral approach using two general weight functions

An Unconditionally stable time-stepping procedure with algorithmic damping a weighted integral approach using two general weight functions

書目詳細資料
發表在:Earthquake engineering & structural dynamics 28, 11 (1999).
主要作者: Golley, Bruce W
其他作者: Amer, Muhammad
格式: Article
語言:English
主題:
Algorithmic damping.
Weighted integrals.
Implicit method.
Unconditional stability.