Regression-Based Ground Motion Prediction Equation for Small-to-Moderate Earthquakes in Xinjiang
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摘要: 目前已有一些研究建立了适用于我国不同地区的地震动预测方程,但针对新疆地区,鲜有利用本地强震动观测数据直接回归的地震动预测方程。随着国家强震动观测台网系统的建设,强震动数据不断丰富,通过对我国强震动数据库Flatfile中新疆地区的强震动数据进行两步法回归得出适用于新疆地区中小震级的地震动预测方程。为了与GB 18306-2015《中国地震动参数区划图》衔接,建立了新疆地区平均轴烈度预测方程作为参考,通过转换法进一步给出了新疆地区长轴与短轴的地震动预测方程。与“区评大纲”中新疆地区长短轴的地震动预测方程相比,在远场(Repi=200 km),本文的伪加速度反应谱值整体略高,在近场(Repi=20 km),周期大于0.3 s时伪加速度反应谱略低,在中等距离条件下(Repi=50和100 km),二者基本吻合。Abstract: Currently, ground motion prediction equations (GMPEs) applicable to different regions of China have been established by several studies. However, for the Xinjiang region, few GMPEs have been directly regressed using local strong ground motion observation data. With the construction of the national strong ground motion observation network system and the continuous enrichment of strong ground motion data, this paper derives the GMPEs suitable for small to moderate earthquakes in the Xinjiang region by performing a two-step regression on strong ground motion data from the Xinjiang region in China's strong ground motion database Flatfile. To align with the GB 18306-2015 《Seismic Ground Motion Parameter Zonation Map of China》, this paper establishes an average axial intensity prediction equation for the Xinjiang region as a reference, and further provides the GMPEs for the major and minor axes of the Xinjiang region through a transform method. Compared with the GMPEs for the major and minor axes in the Xinjiang region as presented in the 'Regional Seismic Safety Evaluation Guidelines', the pseudo-acceleration response spectral values in this paper are slightly higher in the far-field (Repi=200 km), slightly lower in the near-field (Repi =20 km) for periods greater than 0.3 S, and basically consistent under medium distance conditions (Repi =50 and 100 km)."
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表 1 场地调整系数
Table 1. Site Adjustment Coefficient
T/s fCL-I fCL-II fCL-III PGA −0.199 0.138 0.173 PSA 0.03 −0.184 0.129 0.156 0.05 −0.170 0.121 0.141 0.075 −0.158 0.124 0.168 0.1 −0.185 0.124 0.197 0.15 −0.233 0.112 0.208 0.2 −0.283 0.091 0.210 0.25 −0.318 0.068 0.229 0.3 −0.322 0.024 0.283 0.4 −0.330 −0.016 0.359 0.5 −0.323 −0.051 0.442 0.75 −0.341 −0.068 0.499 1 −0.321 −0.061 0.473 1.5 −0.313 −0.031 0.404 2 −0.249 0.005 0.312 3 −0.236 0.007 0.259 4 −0.220 −0.027 0.254 5 −0.242 −0.047 0.253 6 −0.248 −0.053 0.255 表 2 新疆地区基岩地震动预测方程的回归系数
Table 2. Regression coefficients of the rock ground motion prediction equation for the Xinjiang region
T/s 震级项 距离项 标准差 A1 B1 A2 B2 C D E σ PGA 1.623 0.541 2.083 0.470 −1.795 1.649 0.396 0.386 PSA 0.03 1.798 0.547 2.313 0.467 −1.878 1.649 0.396 0.402 0.05 2.012 0.536 2.522 0.457 −1.905 1.649 0.396 0.400 0.075 2.100 0.535 2.585 0.460 −1.903 1.649 0.396 0.422 0.1 2.169 0.537 2.719 0.452 −1.910 1.649 0.396 0.446 0.15 2.073 0.545 2.488 0.481 −1.866 1.649 0.396 0.412 0.2 1.879 0.561 2.245 0.504 −1.813 1.649 0.396 0.364 0.25 1.596 0.588 2.116 0.508 −1.766 1.649 0.396 0.361 0.3 1.287 0.616 1.951 0.513 −1.718 1.649 0.396 0.356 0.4 0.808 0.653 1.585 0.533 −1.633 1.649 0.396 0.375 0.5 0.336 0.694 1.218 0.558 −1.575 1.649 0.396 0.379 0.75 −0.238 0.753 0.846 0.586 −1.540 1.649 0.396 0.354 1 −0.858 0.809 0.488 0.601 −1.482 1.649 0.396 0.346 1.5 −1.490 0.876 −0.046 0.653 −1.470 1.649 0.396 0.349 2 −2.008 0.943 −0.332 0.685 −1.516 1.649 0.396 0.348 3 −2.452 0.999 −0.922 0.763 −1.572 1.649 0.396 0.379 4 −2.769 1.027 −1.395 0.815 −1.606 1.649 0.396 0.394 5 −3.032 1.060 −1.719 0.858 −1.684 1.649 0.396 0.393 6 −3.189 1.040 −2.312 0.905 −1.649 1.649 0.396 0.392 表 3 新疆地区地震烈度衰减系数
Table 3. Seismic intensity attenuation coefficients for the Xinjiang region
地区 轴向 C1 C2 C3 R0 新疆 长轴 5.6018 1.4347 − 4.4899 25 短轴 3.6113 1.4347 − 3.8477 13 平均轴 4.5319 1.4410 − 4.1597 18 表 4 新疆地区长轴基岩地震动预测模型系数
Table 4. Coefficients of the rock ground motion prediction model for the major axis in the Xinjiang region
T/s 震级项 距离项 标准差 A1 B1 A2 B2 C D E σ PGA 1.951 0.534 2.335 0.475 −1.869 2.213 0.396 0.386 PSA 0.03 2.142 0.550 2.658 0.471 −1.984 2.213 0.396 0.402 0.05 2.361 0.540 2.839 0.466 −2.013 2.213 0.396 0.400 0.075 2.449 0.539 2.910 0.468 −2.011 2.213 0.396 0.422 0.1 2.519 0.540 2.935 0.476 −2.018 2.213 0.396 0.446 0.15 2.415 0.548 2.815 0.487 −1.971 2.213 0.396 0.412 0.2 2.211 0.564 2.648 0.497 −1.915 2.213 0.396 0.364 0.25 1.920 0.591 2.431 0.513 −1.866 2.213 0.396 0.361 0.3 1.602 0.619 2.194 0.528 −1.816 2.213 0.396 0.356 0.4 1.107 0.656 1.842 0.543 −1.726 2.213 0.396 0.375 0.5 0.625 0.697 1.515 0.560 −1.664 2.213 0.396 0.379 0.75 0.044 0.756 1.141 0.588 −1.627 2.213 0.396 0.354 1 −0.586 0.811 0.675 0.617 −1.565 2.213 0.396 0.346 1.5 −1.220 0.878 0.211 0.658 −1.553 2.213 0.396 0.349 2 −1.730 0.946 −0.162 0.705 −1.602 2.213 0.396 0.348 3 −2.163 1.002 −0.571 0.757 −1.661 2.213 0.396 0.379 4 −2.474 1.030 −1.035 0.809 −1.696 2.213 0.396 0.394 5 −2.723 1.064 −1.430 0.865 −1.779 2.213 0.396 0.393 6 −2.886 1.044 −2.032 0.912 −1.742 2.213 0.396 0.392 表 5 新疆地区短轴基岩地震动预测模型系数
Table 5. Coefficients of the rock ground motion prediction model for the minor axis in the Xinjiang region
T/s 震级项 距离项 标准差 A1 B1 A2 B2 C D E σ PGA 1.286 0.490 1.383 0.475 −1.553 0.931 0.446 0.386 PSA 0.03 1.432 0.541 1.901 0.469 −1.751 0.931 0.446 0.402 0.05 1.641 0.530 2.072 0.464 −1.777 0.931 0.446 0.400 0.075 1.730 0.530 2.143 0.466 −1.774 0.931 0.446 0.422 0.1 1.797 0.531 2.166 0.474 −1.781 0.931 0.446 0.446 0.15 1.710 0.539 2.063 0.485 −1.740 0.931 0.446 0.412 0.2 1.525 0.556 1.917 0.495 −1.690 0.931 0.446 0.364 0.25 1.252 0.583 1.720 0.511 −1.647 0.931 0.446 0.361 0.3 0.952 0.611 1.501 0.526 −1.602 0.931 0.446 0.356 0.4 0.490 0.648 1.184 0.541 −1.523 0.931 0.446 0.375 0.5 0.029 0.689 0.880 0.558 −1.468 0.931 0.446 0.379 0.75 −0.538 0.749 0.520 0.586 −1.436 0.931 0.446 0.354 1 −1.146 0.804 0.078 0.616 −1.381 0.931 0.446 0.346 1.5 −1.776 0.871 −0.382 0.657 −1.371 0.931 0.446 0.349 2 −2.303 0.938 −0.773 0.703 −1.413 0.931 0.446 0.348 3 −2.758 0.994 −1.205 0.755 −1.466 0.931 0.446 0.379 4 −3.081 1.022 −1.682 0.807 −1.497 0.931 0.446 0.394 5 −3.360 1.056 −2.109 0.863 −1.570 0.931 0.446 0.393 6 −3.510 1.036 −2.697 0.910 −1.538 0.931 0.446 0.392 -
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