首页> 外文会议>7th U.S. National Conference on Earthquake Engineering >BASIN GENERATED SURFACE WAVES IN SAN FRANCISCO BAY
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BASIN GENERATED SURFACE WAVES IN SAN FRANCISCO BAY

机译:旧金山湾盆地盆地的地表波浪

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Site response is often complicated by the regional conditions beyond the local geology directly beneath the site. A prime example is the Treasure Island (TI) and Yerba Buena Island (YBI) sites in the San Francisco Bay, where surface waves propagate in the shallow sediments at TI but are absent at the nearby rock site, YBI. Ground motions recorded during three earthquakes at the Treasure Island Geotechnical Array (TIGA) are evaluated to assess the consistency of basin-generated surface waves in the San Francisco Bay. The TIGA recorded ground motions at up to seven levels in the soil (surface, 7 m, 16 m, 31 m, 44 m) and in the underlying bedrock (104 m and 122 m). The soil conditions at the site consist of 12 m of fill overlying 15 m of soft marine sediments (young bay mud) over dense sand and overconsolidated stiff clays (old bay clays) to bedrock at 91 m depth. The three earthquakes are the 4 December 1998 Richmond event (M_w=4.0), the 18 August 1999 Bolinas event (M_w=4.6) and the 3 September 2000 Yountville event (M_w=5.0). Each earthquake represents a different azimuth to the TIGA encompassing approximately 90°. Basin generated surface waves exist at TIGA for all three earthquakes and show similar character in terms of frequency (0.6-2 Hz) and duration (>20 seconds). Finite-difference waveform modeling, based on a simplified two-dimensional velocity structure of the northern San Francisco Bay, was used to predict and analyze the wavefield for the 18 August 1999 Bolinas earthquake ground motions. Linear site response at TI was found to be controlled by horizontally propagating surface waves trapped in the Bay sediments. The best-fit model included a single 100 m sedimentary basin (constant shear wave velocity of 400 m/s) over a 1.5 km/s layer of Franciscan bedrock, which trapped energy in the basin and produced ringing ground motions similar to that observed in the data.
机译:现场响应通常由于现场下方正当地地质以外的区域条件而变得复杂。一个主要的例子是旧金山湾的金银岛(TI)和Yerba Buena岛(YBI)站点,其中表面波在TI的浅层沉积物中传播,但在附近的岩石站点YBI中却不存在。评估了金银岛岩土工程阵线(TIGA)在三场地震中记录的地震动,以评估旧金山湾盆地生成的地表波的一致性。 TIGA记录了土壤(表面7 m,16 m,31 m,44 m)和下面的基岩(104 m和122 m)中多达七个层的地面运动。该场地的土壤条件包括在稠密的沙子上覆盖15 m的软海洋沉积物(年轻海湾泥)上的12 m填充物以及91 m深度的基岩超固结硬土(旧海湾粘土)。这三场地震分别是1998年12月4日的里士满地震(M_w = 4.0),1999年8月18日的波利纳斯地震(M_w = 4.6)和2000年9月3日的扬特维尔地震(M_w = 5.0)。每次地震都代表TIGA的不同方位角,大约90°。在这三场地震中,盆地产生的地表波都存在于TIGA中,并且在频率(0.6-2 Hz)和持续时间(> 20秒)方面显示出相似的特征。基于旧金山湾北部的简化二维速度结构的有限差分波形建模用于预测和分析1999年8月18日波利纳斯地震地面运动的波场。发现TI处的线性位点响应受困在海湾沉积物中的水平传播表面波控制。最合适的模型包括在方济各会基岩的1.5 km / s层上的一个100 m沉积盆地(恒定剪切波速度为400 m / s),该盆地将能量捕获在盆地中并产生类似于地面观测到的环形地震运动。数据。

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