首页> 外文期刊>Bulletin of the Seismological Society of America >Effect of Local Geology on Ground Motion in the City of Palermo, Italy, as Inferred from Aftershocks of the 6 September 2002 Mw 5.9 Earthquake
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Effect of Local Geology on Ground Motion in the City of Palermo, Italy, as Inferred from Aftershocks of the 6 September 2002 Mw 5.9 Earthquake

机译:从2002年9月6日5.9级地震的余震推断,意大利帕勒莫市当地地质对地面运动的影响。

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On 6 September 2002 a Mw 5.9 earthquake occurred in the southern Tyrrhenian sea, 40 km off the coast of Palermo (Italy). In the days after the mainshock, eight temporary stations were installed in the city to record aftershocks on different geological formations. Seismograms of about 30 earthquakes with magnitude 2.8 are analyzed. The data analysis confirms the role of near-surface geology in causing locally significant variations of the ground-shaking level as already inferred by Guidoboni et al. (2003) from historical damage scenario studies. The largest spectral variations estimated through aftershock recordings result in a factor of 10 difference between stiff and soft sites, in frequency bands varying from 1 to 3.5 Hz. The geological structure of the study area is reconstructed by using data from more than 2000 boreholes organized in a Geographic Information System specifically dedicated to the assessment of natural hazards in urban areas. Vertically varying velocity models are used for a comparison with the observed data. In general, 1D transfer functions fit the largest amplification frequency but underestimate amplitudes of observations probably because of 2D and 3D complexity. Because the seismic stations were not installed in free field but at ground or underground level inside buildings, a possible influence of the structure was also investigated. Simultaneous ambient noise measurements were performed on the top, at the base, and outside the buildings where stations were installed. For all but one site, this analysis shows that the estimated ground-motion amplifications do not reflect the building vibration modes and therefore, in these cases, soil–structure interaction does not bias the free-field response of the study sites. Finally, speculations on the effect of the local geology in terms of response spectra of the Mw 5.9 mainshock are discussed in the framework of the Eurocode 8 prescriptions.
机译:2002年9月6日,在距意大利巴勒莫海岸40公里的南部第勒尼安海第南部的第勒尼安海发生了5.9级地震。在大地震发生后的 天,该市安装了八个临时台站 来记录不同地质构造的余震。 大约30处地震的地震图分析了震级2.8。 数据分析证实了近地表地质 在引起局部地震动 的局部显着变化中的作用由Guidoboni等人推断。 (2003)来自历史 破坏情景研究。余震记录估计的最大光谱变化 导致在1到3.5 范围内的 刚性位置和软位置之间的差异为10倍。赫兹。通过使用专门用于评估 的地理 信息系统中组织的2000多个钻孔中的数据来重建研究区域的地质结构 。城市地区的自然灾害。垂直变化的速度 模型用于与观察到的数据进行比较。通常, 1D传递函数适合最大的放大频率 ,但是低估了观测幅度,可能是因为 的2D和3D复杂性。由于地震台不是 安装在自由场中,而是安装在建筑物内的地面或地下层,因此也研究了该结构的可能影响。 顶部,底部以及安装站的建筑物外部进行了同时的环境噪声测量。 除一个站点外,所有分析都表明估算的地面-motion 的放大不能反映建筑物的振动模式,因此,在这些情况下, 的土壤-结构相互作用不会偏向 研究地点。最后,在 sup> 5.9主冲击波响应谱 方面对局部地质的影响进行了推测。 sup> Eurocode 8处方。

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