Research Article
A Wooden Pin Reinforcement of Ancient Chinese Wooden Temple: A Case of Daxiong Hall
Table 5
Participation coefficients of different degrees of freedom of structures with wood pins.
| Mode | Frequency (Hz) | Period(s) | Ux (mm) | Uy (mm) | Uz (mm) |
| 1 | 0.614 | 1.6298 | 2.0177 | −0.0002 | 0.0002 | 2 | 1.980 | 0.5050 | 0.0085 | −0.0225 | 0.0001 | 3 | 2.153 | 0.4644 | −1.4500 | 0.0126 | 0.0004 | 4 | 2.365 | 0.4228 | 0.0028 | 1.2569 | 0.0002 | 5 | 6.349 | 0.1575 | 0.7169 | −0.0002 | −0.0004 | 6 | 6.842 | 0.1462 | 0.0269 | 0.0129 | 0.0041 | 7 | 6.897 | 0.1450 | 0.0003 | 0.0361 | 0.1328 | 8 | 7.060 | 0.1416 | −0.0010 | 0.6212 | −0.0088 | 9 | 9.189 | 0.1088 | 0.0000 | 0.0005 | 1.2752 | 10 | 9.888 | 0.1011 | 0.0014 | 0.1737 | 0.0056 |
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