Research Article

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.

ModeFrequency (Hz)Period(s)Ux (mm)Uy (mm)Uz (mm)

10.60281.65902.0224−0.00040.0001
21.94820.51330.00530.0230−0.0001
32.12450.4707−1.4542−0.01400.0016
42.34700.4261−0.00261.25440.0002
56.31820.15830.70130.00120.0008
66.82230.14660.00630.01960.1270
76.85990.14580.00050.03880.0017
87.03300.1422−0.00100.6115−0.0042
99.16900.1091−0.00060.00001.2759
109.86170.10140.00150.17840.0022