Research Article
A Wooden Pin Reinforcement of Ancient Chinese Wooden Temple: A Case of Daxiong Hall
Table 4
Participation coefficients of different degrees of freedom of structures without wood pin.
| Mode | Frequency (Hz) | Period(s) | Ux (mm) | Uy (mm) | Uz (mm) |
| 1 | 0.6028 | 1.6590 | 2.0224 | −0.0004 | 0.0001 | 2 | 1.9482 | 0.5133 | 0.0053 | 0.0230 | −0.0001 | 3 | 2.1245 | 0.4707 | −1.4542 | −0.0140 | 0.0016 | 4 | 2.3470 | 0.4261 | −0.0026 | 1.2544 | 0.0002 | 5 | 6.3182 | 0.1583 | 0.7013 | 0.0012 | 0.0008 | 6 | 6.8223 | 0.1466 | 0.0063 | 0.0196 | 0.1270 | 7 | 6.8599 | 0.1458 | 0.0005 | 0.0388 | 0.0017 | 8 | 7.0330 | 0.1422 | −0.0010 | 0.6115 | −0.0042 | 9 | 9.1690 | 0.1091 | −0.0006 | 0.0000 | 1.2759 | 10 | 9.8617 | 0.1014 | 0.0015 | 0.1784 | 0.0022 |
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