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