首页> 外文期刊>Bulletin of the Seismological Society of America >The little red hill seismic experimental study: Topographic effects on ground motion at a bedrock-dominated mountain edifice
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The little red hill seismic experimental study: Topographic effects on ground motion at a bedrock-dominated mountain edifice

机译:红山小地震实验研究:地形对基岩为主的山体建筑物的地震动影响

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The kinematic response of a bedrock-dominated mountain edifice to seismic shaking near Lake Coleridge in the Southern Alps of New Zealand was examined. A small, elongated, and bedrock-dominated mountain ridge (Little Red Hill) was equipped with a seismic array. Seven EARSS instruments (Mark L-4-3D seismometers) were installed along the ridge crest, the flank, and at the base of the 210 m high, 500 m wide, and 800 m long mountain edifice from February to July 2006. Seismic records of local and regional earthquakes were used to provide information on amplification and deamplification effects, as well as on the frequency response at different parts on the edifice. The ground-motion records were analyzed using three different methods: comparisons of peak ground accelerations, power spectral density analysis, and standard spectral ratio analysis. Time and frequency domain analyses show that site amplification is concentrated along the elongated crest of the edifice where amplifications of up to 1100% were measured relative to the motion at the flat base. The field experiment also highlighted the extreme variations in amplification with regard to closely located sites but at contrasting topographic locations. Theoretical calculations and frequency analyses of field data indicate a maximum response along the ridge crest of Little Red Hill for frequencies of about 5 Hz, which correlate to wavelengths approximately equal to the half-width or height of the edifice. The consequence of amplification effects on the stability and degradation of rock masses can be seen: areas showing high amplification effects overlap with the spatial distribution of seismically generated block fields at Little Red Hill. It is concluded that topography, geometry, and distance to the seismic source play key roles in causing amplification effects of seismic ground motion and supporting dilation and degradation of rock mass across bedrock-dominated mountain edifices.
机译:研究了新西兰南部阿尔卑斯山科尔克里奇湖附近基岩为主的山地建筑物对地震震动的运动响应。一个小的,细长的,基岩为主的山脊(小红山)装有地震阵列。从2006年2月至7月,沿着脊顶,侧面和高210 m,宽500 m和长800 m的山建筑物的底部安装了7台EARSS仪器(Mark L-4-3D地震仪)。地震记录局部和区域地震的震级被用来提供有关放大和减震效果以及建筑物不同部分的频率响应的信息。使用三种不同的方法对地面运动记录进行了分析:峰值地面加速度的比较,功率谱密度分析和标准谱比分析。时域和频域分析表明,位置放大沿建筑物的细长波峰集中,相对于平坦基座上的运动,其放大率高达1100%。现场实验还强调了相对于位置较近但地形位置相对相反的放大率的极端变化。现场数据的理论计算和频率分析表明,对于约5 Hz的频率,沿着Little Red Hill的山脊具有最大响应,该响应与大约等于建筑物的一半宽度或高度的波长相关。可以看到放大效应对岩体稳定性和退化的影响:显示出高放大效应的区域与小红山地震产生的块场的空间分布重叠。结论是,地形,几何形状和到地震源的距离在引起地震地震动的放大效应以及支持基岩为主的山体建筑物的岩体膨胀和退化中起关键作用。

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