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

Table 5

Participation coefficients of different degrees of freedom of structures with wood pins.

Mode	Frequency (Hz)	Period(s)	Ux (mm)	Uy (mm)	Uz (mm)
1	0.614	1.6298	2.0177	−0.0002	0.0002
2	1.980	0.5050	0.0085	−0.0225	0.0001
3	2.153	0.4644	−1.4500	0.0126	0.0004
4	2.365	0.4228	0.0028	1.2569	0.0002
5	6.349	0.1575	0.7169	−0.0002	−0.0004
6	6.842	0.1462	0.0269	0.0129	0.0041
7	6.897	0.1450	0.0003	0.0361	0.1328
8	7.060	0.1416	−0.0010	0.6212	−0.0088
9	9.189	0.1088	0.0000	0.0005	1.2752
10	9.888	0.1011	0.0014	0.1737	0.0056