摘要
A method is presented for computing the upper and lower bounds of the eigenvalues for structural vibration systems with interval parameters. As an indication of the effectiveness of this method, a numerical example is presented. The numerical example shows that the method proves to be both effective and valid.
| 源语言 | 英语 |
|---|---|
| 页(从-至) | 309-313 |
| 页数 | 5 |
| 期刊 | Computers and Structures |
| 卷 | 51 |
| 期 | 3 |
| DOI | |
| 出版状态 | 已出版 - 3 3月 1994 |
| 已对外发布 | 是 |
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