Research Article
A Wooden Pin Reinforcement of Ancient Chinese Wooden Temple: A Case of Daxiong Hall
Table 11
Structural displacement under 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) | | Outer column | Inner column | Middle layer column | Top column | Outer column | Inner column | Middle layer column | Top column |
| | Parkfield | -3.710 | -1.286 | 1.351 | -2.216 | -1.419 | -2.49 | 0.578 | -1.4192 | | Borrego Mtn | 5.556 | -1.119 | 1.064 | 1.083 | 3.829 | -0.834 | 0.326 | -0.625 | | Artificial waves | 9.307 | -1.719 | 1.187 | 1.502 | 7.593 | 1.183 | 0.368 | 1.586 |
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Where the “-” sign represents the opposite direction to the assumed.
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