Abstract
A family of unconditionally stable direct integration algorithm with controllable numerical dissipations is proposed. The numerical properties of the new algorithms are controlled by three parameters α, β and γ. By the consistent and stability analysis, the proposed algorithms achieve the second-order accuracy and are unconditionally stable under the condition that α ≥ -0.5, β ≤ 0.5 and γ ≥ -(1+α)/2. Compared with other unconditionally stable algorithms, such as Chang’s algorithms and CR algorithm, the proposed algorithms are found to be superior in terms of the controllable numerical damping ratios. The unconditional stability and numerical damping ratios of the proposed algorithms are examined by three numerical examples. The results demonstrate that the proposed algorithms have a superior performance and can be used expediently in solving linear elastic dynamics problems.
| Original language | English |
|---|---|
| Pages (from-to) | 285-299 |
| Number of pages | 15 |
| Journal | Earthquake Engineering and Engineering Vibration |
| Volume | 18 |
| Issue number | 2 |
| DOIs | |
| State | Published - 1 Apr 2019 |
Keywords
- direct integration method
- dynamic analysis
- numerical dissipation
- unconditional stability
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