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

Table 4

Participation coefficients of different degrees of freedom of structures without wood pin.

Mode	Frequency (Hz)	Period(s)	Ux (mm)	Uy (mm)	Uz (mm)
1	0.6028	1.6590	2.0224	−0.0004	0.0001
2	1.9482	0.5133	0.0053	0.0230	−0.0001
3	2.1245	0.4707	−1.4542	−0.0140	0.0016
4	2.3470	0.4261	−0.0026	1.2544	0.0002
5	6.3182	0.1583	0.7013	0.0012	0.0008
6	6.8223	0.1466	0.0063	0.0196	0.1270
7	6.8599	0.1458	0.0005	0.0388	0.0017
8	7.0330	0.1422	−0.0010	0.6115	−0.0042
9	9.1690	0.1091	−0.0006	0.0000	1.2759
10	9.8617	0.1014	0.0015	0.1784	0.0022