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The Spatial Coherency of Ground Motions Based on Euroseistest Array

机译:基于Euroseistest数组的地震动空间相干性

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The uniform seismic input for the large-scale or multi-bearing structures, such as bridges cannot reflex the spatial variability of ground motions which could have great effects on the structural dynamic responses. It needs to understand the ground-motion variability within a small area. Based on the ground motions recorded at the dense observation array, EUROSEISTEST located in Greece, the coherences of ground motion at both horizontal and vertical components were investigated under the random vibration theory. The ground-motion coherency for the underground depth was also discussed based on the borehole recordings at varied depths (<; 200 m). The ground-motion coherency at low frequencies in our model showed the approximate consistency with two currently-used models. A remarkable downward tendency of the ground-motion coherency was generally observed with the increase of the frequency or the underground depth. The coherency of ground motions at horizontal components was more significant than that at vertical components.
机译:大型或多方位结构(例如桥梁)的统一地震输入不能反映地面运动的空间变异性,而这可能会对结构动力响应产生重大影响。它需要了解小区域内地面运动的变化性。基于位于希腊的EUROSEISTEST的密集观测阵列上记录的地面运动,根据随机振动理论研究了水平和垂直方向上地面运动的相干性。还根据不同深度(<; 200 m)的钻孔记录,讨论了地下深度的地面运动连贯性。在我们的模型中,低频处的地面运动连贯性显示了与两个当前使用的模型的近似一致性。随着频率或地下深度的增加,通常观察到地面运动连贯性的显着下降趋势。地面运动在水平分量上的连贯性比竖向分量上的连贯性更重要。

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