Research Article
A Wooden Pin Reinforcement of Ancient Chinese Wooden Temple: A Case of Daxiong Hall
Table 8
Maximum displacement of the structure under the action of seismic waves in the X 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 | 5.1600 | 0.4748 | 1.381 | 5.160 | 0.5824 | 0.6852 | Borrego Mtn | 5.5570 | 0.4594 | 1.191 | 3.829 | 0.1845 | 0.4979 | Artificial waves | 10.05 | 0.8222 | 1.281 | 8.686 | 0.7413 | 0.9965 |
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