Study on Aseismic Characteristics of Tibetan Ancient Timber Structure

Table 1

Average of the absolute value of the acceleration response history for the arbitrarily selected points of the model.

Node	FEM	Average of the absolute value of the acceleration response history (m/s^2)
		Seismic wave (70 gal)	Seismic wave (400 gal)
2644	With semirigid joint	0.1265	0.7519
2921	With semirigid joint	0.1312	0.8654
2920	With semirigid joint	0.1980	0.9950
2920	With rigid joint	0.2120	0.9224
2798	With semirigid joint	0.1265	0.7206
2798	With rigid joint	0.2096	1.0017