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Seismically induced landslide hazard and exposure modelling in Southern California based on the 1994 Northridge, California earthquake event

机译:基于1994年加利福尼亚州北岭地震事件的南加州地震诱发的滑坡灾害和暴露模型

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摘要

Quantitative modelling of landslide hazard, as opposed to landslide susceptibility, as a function of the earthquake trigger is vital in understanding and assessing future potential exposure to landsliding. Logistic regression analysis is a method commonly used to assess susceptibility to landsliding; however, estimating probability of landslide hazard as a result of an earthquake trigger is rarely undertaken. This paper utilises a very detailed landslide inventory map and a comprehensive dataset on peak ground acceleration for the 1994 M(w)6.7 Northridge earthquake event to fit a landslide hazard logistic regression model. The model demonstrates a high success rate for estimating probability of landslides as a result of earthquake shaking. Seven earthquake magnitude scenarios were simulated using the Open Source Seismic Hazard Analysis (OpenSHA) application to simulate peak ground acceleration, a covariate of landsliding, for each event. The exposure of assets such as population, housing and roads to high levels of shaking and high probabilities of landsliding was estimated for each scenario. There has been urban development in the Northridge region since 1994, leading to an increase in prospective exposure of assets to the earthquake and landslide hazards in the event of a potential future earthquake. As the earthquake scenario magnitude increases, the impact from earthquake shaking initially increases then quickly levels out, but potential losses from landslides increase at a rapid rate. The modelling approach, as well as the specific model, developed in this paper can be used to estimate landslide probabilities as a result of an earthquake event for any scenario where the peak ground acceleration variable is available.
机译:与地震易感性相反,与滑坡易感性相反的滑坡灾害定量建模对于理解和评估未来潜在的滑坡风险至关重要。 Logistic回归分析是一种常用的评估滑坡敏感性的方法。然而,极少估计地震引发滑坡灾害的可能性。本文利用了非常详细的滑坡清单图和1994年北(6.7)北岭地震事件的峰值地面加速度的综合数据集,以拟合滑坡灾害逻辑回归模型。该模型显示出很高的成功率,可用于估计由于地震而产生的滑坡。使用开源地震危险性分析(OpenSHA)应用程序模拟了七个地震烈度场景,以模拟每个事件的峰值地面加速度(滑坡的协变量)。对于每种情况,估计了诸如人口,住房和道路之类的资产遭受高水平震动和高滑坡可能性的风险。自1994年以来,诺斯里奇(Northridge)地区一直在发展城市,导致潜在资产遭受地震和滑坡灾害的可能性增加,以防将来可能发生地震。随着地震场景的强度增加,地震震动的影响最初会增加,然后迅速趋于平稳,但滑坡的潜在损失却迅速增加。本文开发的建模方法以及特定模型可用于估计在峰值加速度峰值可用的任何情况下地震事件导致的滑坡概率。

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