Table 2 The eigenvalues of the MTJ model for the dovetail joint

From: Seismic vulnerability assessment of historical timber temples: a case study of the Hanging Temple in China

MTJ type

Elastic stage

Yield stage

Failure stage

My/kN m

θy/rad

M0/kN m

θ0/rad

Mu/kN m

θu/rad

Dovetail joint

2.130

0.018

6.080

0.170

4.667

0.235

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