Research Article
A Wooden Pin Reinforcement of Ancient Chinese Wooden Temple: A Case of Daxiong Hall
Table 10
Maximum displacement of the structure under the action of bidirectional horizontal seismic waves.
| 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 | 5.160 | 4.386 | 1.449 | 5.160 | 4.386 | 1.443 | Borrego Mtn | 5.552 | 3.966 | 1.354 | 5.408 | 4.056 | 1.389 | Artificial waves | 10.13 | 7.930 | 1.408 | 10.16 | 8.462 | 1.484 |
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