Research Article

Vulnerability Analysis of Ancient Timber Architecture by Considering the Correlation of Different Failure Modes

Table 2

Seismic demand models of components of Huashi Fire God Temple.

Seismic demand parametersRegression equationDetermination coefficientsLogarithmic standard deviation

0.57671.3222
0.64281.3147
0.70351.3589
0.66661.3463