摘要
In this work, the importance of the capability to capture dynamic loading for an integration method is emphasized. In a step-by-step integration procedure, amplitude distortions in the transient and steady-state responses depend on the step discretization error of dynamic loading for each time step. Correlations between amplitude distortion and step discretization error for dynamic loadings are analytically established for a specified integration method. These correlations may be considered as the basic numerical properties in evaluating a step-by-step integration method. As a result, the superiority of the previously published algorithm (PPA) [S. Y. Chang, Int. J. Numer. Meth. Eng. 77(8) (2009) 1100-1120] over its modified form and the member of Newmark family method (MNM) with β = γ = 1/2 in capturing dynamic loading is analytically verified (even though the three algorithms have exactly the same characteristic equation).
| 原文 | English |
|---|---|
| 文章編號 | 1350012 |
| 期刊 | International Journal of Structural Stability and Dynamics |
| 卷 | 13 |
| 發行號 | 5 |
| DOIs | |
| 出版狀態 | Published - 6月 2013 |
文獻附註
Funding Information:The author gratefully acknowledges ¯nancial support for this study provided by the National Science Council, Taiwan, Republic of China, under Grant No. NSC-100-2221-E-027-062.
指紋
深入研究「Capability to capture dynamic loading in linear dynamic analysis of single degree of freedom systems」主題。共同形成了獨特的指紋。引用此
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