Research Article
Embankment Seismic Fragility Assessment under the Near-Fault Pulse-like Ground Motions by Applying the Response Surface Method
Table 3
Correlation coefficient matrix
ρij of
(
Xi) and
(
Xj).
| ρij | (X1) | (X2) | (X3) | (X4) | (X5) | (X6) | (X7) | (X8) | (X9) | (X10) | (X11) | (X12) |
| (X1) | 1 | | | | | | | | | | | | (X2) | 0.279 | 1 | | | | | | | | | | | (X3) | 0.501 | 0.099 | 1 | | | | | | | | | | (X4) | 0.376 | −0.197 | 0.742 | 1 | | | | | | | | | (X5) | 0.106 | 0.083 | 0.203 | 0.234 | 1 | | | | | | | | (X6) | −0.099 | −0.104 | 0.297 | 0.137 | 0.138 | 1 | | | | | | | (X7) | 0.042 | 0.097 | −0.251 | −0.074 | −0.056 | −0.076 | 1 | | | | | | (X8) | 0.075 | 0.104 | 0.105 | 0.96 | 0.271 | 0.134 | 0.157 | 1 | | | | | (X9) | −0.087 | −0.038 | 0.218 | −0.033 | 0.103 | 0.254 | 0.046 | 0.864 | 1 | | | | (X10) | 0.043 | −0.103 | −0.548 | 0.257 | 0.095 | −0.358 | −0.185 | 0.358 | 0.654 | 1 | | | (X11) | −0.075 | −0.097 | 0.087 | −0.159 | −0.278 | 0.545 | 0.104 | −0.567 | −0.149 | −0.452 | 1 | | (X12) | −0.389 | 0.080 | 0.364 | 0.242 | −0.152 | −0.221 | 0.289 | 0.325 | 0.312 | 0.489 | 0.545 | 1 |
|
|