Dimensional analysis of the earthquake-induced pounding between adjacent structures.
In this paper the dynamic response of two and three pounding oscillators subjected to pulse-type excitations is revisited with dimensional analysis. Using Buckingham's Π-theorem the number of variables that govern the response of the system is reduced by three. When the response is presented in...
| 发表在: | Earthquake engineering & structural dynamics. 38, 7 (2009). |
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| 格式: | 文件 |
| 语言: | English |
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