Research Article
A Wooden Pin Reinforcement of Ancient Chinese Wooden Temple: A Case of Daxiong Hall
Table 9
Maximum displacement of the structure under the action of seismic waves in the Y direction.
| Seismic wave | The wooden frame is not reinforced with wooden pins (mm) | The wooden frame is reinforced with wooden pins (mm) | X | Y | Z | X | Y | Z |
| Parkfield | 10.05 | 0.8222 | 1.281 | 0.1979 | 5.169 | 0.6467 | Borrego Mtn | 0.03825 | 5.120 | 1.103 | 0.1394 | 4.520 | 0.4447 | Artificial waves | 10.05 | 0.8222 | 1.281 | 0.2932 | 9.538 | 1.599 |
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