Research Article
A Wooden Pin Reinforcement of Ancient Chinese Wooden Temple: A Case of Daxiong Hall
Table 13
Structural displacement under the 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) | Outer column | Inner column | Middle layer column | Top column | Outer column | Inner column | Middle layer column | Top column |
| Parkfield | -3.978 | -3.336 | -3.177 | -3.106 | -4.080 | -3.366 | -3.294 | -3.203 | Borrego Mtn | 5.525 | -1.121 | 1.088 | 1.098 | 5.408 | -1.225 | 1.129 | 1.124 | Artificial waves | 9.242 | 1.736 | 1.208 | 1.570 | 9.157 | 1.683 | 1.064 | 1.975 |
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Where the “-” sign represents the opposite direction to the assumed.
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