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Correlation between earthquake damage and seismic site effects: The study case of Lentini and Carlentini, Italy

机译:地震损伤与地震现场效果的相关性:意大利Lentini和Carlentini的研究案例

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On December 13th 1990 a magnitude 5.6 seismic event, felt throughout Sicily, and having maximum seismic intensity VII-VIII, occurred. Although, it is classified as moderate magnitude, it caused causalities and the collapse of a few buildings. Two of the most struck cities were Carlentini and Lentini, located in south-eastern Sicily at about 20 km from the instrumental epicenter. In order to evaluate the influence of ground features on the damage distribution, both vulnerability and damage maps were drawn using information collected in about 6000 forms coming from official ascertainments. Significant damage observed in some portions of the investigated areas, appears related to the modest quality of the buildings that were classified as medium to high vulnerability. To evaluate the role played by the geologic setting, two sites were instrumented to measure shear wave velocity of the main lithotypes. Sixty-three ambient vibrations measurements were also performed both in free field and inside some buildings. Moreover, using information coming from geological and geophysical surveys, 1D numerical modelling were done to achieve information about the main ground motion parameters. The results highlight the occurrence of significant site effects and the potential presence of resonance phenomena between site and structure during the occurrence of a seismic event. Seismic site amplifications together with the buildings' vulnerability, observed through damage surveys, contributed to enhance the inherent seismic risk of the investigated area.
机译:1990年12月13日发生了5.6幅度的地震事件,在各种各样的西西里岛,并发生了最大地震强度VII-VIII。虽然,它被归类为适度的幅度,但它导致了几个建筑物的因果关系和崩溃。最令人震惊的城市中的两个是Carlentini和Lentini,距离乐器震中约有20公里的西西里岛位于东南部。为了评估地面特征对损伤分布的影响,使用从官方确定的大约6000种形式收集的信息绘制了漏洞和损坏图。在调查区域的某些部分中观察到的重大损失与被归类为高脆弱性的建筑物的适度质量有关。为了评估地质环境所扮演的作用,有两个站点被仪表测量主晶型的剪切波速度。在自由场和一些建筑物内也进行了六十三个环境振动测量。此外,使用来自地质和地球物理调查的信息,完成了1D数值模拟以实现有关主地面运动参数的信息。结果突出显示出在地震事件发生期间存在显着的部位效应和站点和结构之间的谐振现象的潜在存在。通过损坏调查观察到建筑物脆弱性的地震现场扩增,有助于提高调查区域的固有地震风险。

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