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RUPTURE MODELS AND GROUND MOTION FOR SHAKEOUT AND OTHER SOUTHERN SAN ANDREAS FAULT SCENARIOS

机译:地震和其他南部圣安德烈斯断层场景的破裂模型和地面运动

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The SoSAFE (Southern San Andreas Fault Evaluation) ShakeOut scenario has been considered as potential strong earthquake (Mw 7.81??0.06) expected from the southern San Andreas fault. This scenario defines a rupture that initiates near Bombay Beach and propagates unilaterally 300 km toward the northwest. An essential feature of the source description of the ShakeOut scenario is the final slip profile along the strike of the fault defined from geological observations.We performed three sets of large-scale dynamic rupture simulations that have stochastic irregularities compatible with seismological observations and match the ShakeOut Mw. The sets of models are differentiated between them in the slip distribution characteristics as follow: The first set of models match the ShakeOut final slip profile defined as surface slip, the second set matches the final slip profile defined as depth-averaged slip, and the third set of models does not follow any ShakeOut slip profile, rather it is result of the purely stochastic input parameterization. In addition, we performed a fourth model, defined as asperity model, consistent with the calibrated dynamic rupture models proposed by Dalguer at al., 2008, BSSA. The first two sets of models are strictly ShakeOut Scenarios, as defined by The SoSAFE group, and the last two are not.Beside the wide variety of complex rupture and near source ground motion patterns between the models, the ground motion characteristics on critical areas such as Los Angeles basin are different between the ShakeOut and no-ShakeOut scenarios. The ShakeOut Scenarios predict lower ground motion than the no-ShakeOut Scenarios.
机译:SoSAFE(南部圣安德烈亚斯断层评估)震荡情景已被认为是预期从南部圣安德烈亚斯断层发生的潜在强地震(Mw7.81≤0.06)。这种情况定义了一个在孟买海滩附近发生的破裂,并向西北单向传播了300公里。 ShakeOut情景源描述的一个基本特征是沿地质观测所定义的沿断层走向的最终滑动剖面。我们进行了三组大规模动态破裂模拟,这些模拟具有与地震观测兼容的随机不规则性并与ShakeOut相匹配Mw。这组模型在滑移分布特征上有如下区别:第一组模型与定义为表面滑移的ShakeOut最终滑动轮廓相匹配,第二组与定义为深度平均滑移的最终滑动轮廓相匹配,第三组模型与定义为深度平均滑移的最终滑动轮廓相匹配。这组模型不遵循任何ShakeOut滑动轮廓,而是纯随机输入参数化的结果。此外,我们执行了第四个模型,定义为粗糙模型,与Dalguer等人(2008年,BSSA)提出的校准动态破裂模型一致。前两组模型严格是由SoSAFE组定义的ShakeOut方案,后两组不是。除了模型之间的各种复杂破裂和近源地震动模式外,关键区域的地震动特性例如因为洛杉矶盆地在ShakeOut和no-ShakeOut方案之间是不同的。 ShakeOut方案预测的地面运动比no-ShakeOut方案要低。

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