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 parameters | Regression equation | Determination coefficients | Logarithmic standard deviation |
| | | 0.5767 | 1.3222 | | | 0.6428 | 1.3147 | | | 0.7035 | 1.3589 | | | 0.6666 | 1.3463 |
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