...
首页> 外文期刊>Natural hazards and earth system sciences >Detection of directivity in seismic site response from microtremor spectral analysis
【24h】

Detection of directivity in seismic site response from microtremor spectral analysis

机译:通过微震频谱分析检测地震现场响应的方向性

获取原文
获取原文并翻译 | 示例

摘要

Recent observations have shown that slope response to seismic shaking can be characterised by directional variations of a factor of 2-3 or larger, with maxima oriented along local topography features (e. g. maximum slope direction). This phenomenon appears influenced by slope material properties and has occasionally been detected on landslide-prone slopes, where a down-slope directed amplification could enhance susceptibility to seismically-induced landsliding. The exact conditions for the occurrence of directional amplification remain still unclear and the implementation of investigation techniques capable to reveal the presence of such phenomena is desirable. To this purpose we tested the applicability of a method commonly used to evaluate site resonance properties (Horizontal to Vertical Noise Ratio - HVNR or Nakamura's method) as reconnaissance technique for the identification of site response directivity. Measurements of the azimuthal variation of H/V spectral ratios (i.e. between horizontal and vertical component) of ambient microtremors were conducted in a landslide-prone study area of central Italy where a local accelerometric network had previously provided evidence of directivity phenomena on some slopes. The test results were compared with average H/V spectral ratios obtained for low-to-moderate earthquakes recorded by the accelerometric stations. In general, noise and seismic recordings provided different amplitudes of spectral ratios at similar frequencies, likely because of differences in signal and instrument characteristics. Nevertheless, both kinds of recordings showed that at sites affected by site response directivity major H/V peaks have orientations consistent (within 20 degrees-30 degrees) with the direction of maximum shaking energy. Therefore, HVNR appears to be a promising technique for identifying seismic response directivity. Furthermore, in a comparative test conducted on a slope mantled in part by a deep-seated landslide we detected spectral peaks with orientations close to the maximum slope direction, whereas no evidence of directivity was found outside the slide boundaries. This indicates the influence of the landslide body on seismic response directivity.
机译:最近的观察表明,对地震震动的斜坡响应可以以2-3倍或更大的方向变化为特征,其最大值沿局部地形特征(例如最大斜坡方向)取向。这种现象似乎受到边坡材料特性的影响,并且偶尔在容易发生滑坡的斜坡上被检测到,其中下坡定向放大可以增强对地震诱发的滑坡的敏感性。定向扩增发生的确切条件仍不清楚,并且希望能够揭示这种现象存在的研究技术的实施。为此,我们测试了一种通常用于评估站点共振特性的方法(水平噪声与垂直噪声之比-HVNR或Nakamura方法)的适用性,以此作为确定站点响应方向性的侦察技术。在意大利中部易发生滑坡的研究区进行了环境微震H / V频谱比(即水平分量和垂直分量)的H / V谱比的方位角变化的测量,该地区以前是当地的加速度计网络,曾为某些斜坡提供方向性现象的证据。将测试结果与加速度计记录的中低地震获得的平均H / V频谱比进行比较。通常,噪声和地震记录在相似的频率下会提供不同的频谱比幅度,这可能是由于信号和仪器特性的差异所致。尽管如此,两种记录都表明,在受位置响应方向性影响的位置,主要的H / V峰的方向与最大振动能量的方向一致(在20度至30度之间)。因此,HVNR似乎是一种识别地震响应方向性的有前途的技术。此外,在对部分被深部滑坡掩盖的斜坡上进行的比较测试中,我们检测到了接近最大斜坡方向的光谱峰,而在滑架边界之外未发现方向性证据。这表明滑坡体对地震响应方向性的影响。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号