A Wooden Pin Reinforcement of Ancient Chinese Wooden Temple: A Case of Daxiong Hall

Table 9

Maximum displacement of the structure under the action of 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)
	X	Y	Z	X	Y	Z
Parkfield	10.05	0.8222	1.281	0.1979	5.169	0.6467
Borrego Mtn	0.03825	5.120	1.103	0.1394	4.520	0.4447
Artificial waves	10.05	0.8222	1.281	0.2932	9.538	1.599