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Advances in Civil Engineering
/
2021
/
Article
/
Tab 3
/
Research Article
Damage Identification of Ancient Timber Structure Based on Autocorrelation Function
Table 3
Stiffness value of mortise and tenon joints.
Name
K
x
=
K
z
(N/m)
K
y
(N/m)
R
X
=
R
Y
=
R
Z
(N·m)
Side span
1.71 × 10
7
2.07683 × 10
8
6.244 × 10
8