Research Article
A Wooden Pin Reinforcement of Ancient Chinese Wooden Temple: A Case of Daxiong Hall
Table 12
Structural displacement under 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) | Outer column | Inner column | Middle layer column | Top column | Outer column | Inner column | Middle layer column | Top column |
| Parkfield | 9.307 | -1.719 | 1.187 | 1.502 | -5.089 | -3.515 | -3.098 | -2.901 | Borrego Mtn | 4.033 | -0.430 | 1.003 | 1.125 | 3.554 | 0.158 | 0.336 | 0.307 | Artificial waves | 9.307 | -1.719 | 1.187 | 1.502 | 7.074 | 1.731 | 1.387 | 1.379 |
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Where the “-” sign represents the opposite direction to the assumed.
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