首页> 外文期刊>Bulletin of the Seismological Society of America >SEISMIC GROUND-MOTION HAZARD MAPPING INCORPORATING SITE EFFECTS FOR LOS ANGELES, ORANGE, AND VENTURA COUNTIES, CALIFORNIA - A GEOGRAPHICAL INFORMATION SYSTEM APPLICATION
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SEISMIC GROUND-MOTION HAZARD MAPPING INCORPORATING SITE EFFECTS FOR LOS ANGELES, ORANGE, AND VENTURA COUNTIES, CALIFORNIA - A GEOGRAPHICAL INFORMATION SYSTEM APPLICATION

机译:加利福尼亚州洛杉矶,橙色和文图拉县的地震地震动映射包含站点效应-地理信息系统应用

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The seismic ground motion hazard with site conditions incorporated is mapped for a 10% probability of exceedance in 50 years for the three counties affected by the 1994 Northridge earthquake (Mw 6.7). The source model of Petersen et al. (1996) was used to calculate peak horizontal acceleration (pga) and 5% damped spectral acceleration (SA) levels at 0.3- and 1-sec periods for alluvium, soft-rock, and hard-rock site conditions. A geologic map that differentiates the three site conditions was produced using shear-wave velocity maps of Tinsley and Fumal (1985) and extended into other areas that were not mapped by Tinsley and Fumal using 1:250,000 scale geologic maps. Ground-motion maps for each site condition were overlaid with the geologic map to produce the resulting hazard maps. The effect of geology on the hazard is observed only slightly in the peak ground acceleration map, more in the 0.3-sec SA map, and significantly more in the 1-sec SA map. The uncertainties for ground motions represented on these three maps ranges from 0.1 to 0.3 g for pga and 0.2 to 1.0 for SA; in general, 95% confidence Limits are about +/- 50% of the mean ground-motion value. [References: 14]
机译:对于受1994年Northridge地震(Mw 6.7)影响的三个县,在50年内将包含场地条件的地震地面运动灾害的概率超过10%。 Petersen等人的源模型。 (1996年)用于计算冲积层,软岩和硬岩场地条件在0.3秒和1秒内的峰值水平加速度(pga)和5%阻尼谱加速度(SA)水平。使用Tinsley和Fumal(1985)的横波速度图制作了区分这三个现场条件的地质图,并使用1:25万比例尺的地质图扩展到了Tinsley和Fumal并未绘制的其他区域。将每个工地条件的地面运动图与地质图叠加在一起,以生成最终的灾害图。在峰值地面加速度图上仅观察到了地质灾害对危害的影响,在0.3秒的SA图中观察到了更多,而在1秒的SA图中观察到了更多的情况。这三个图表示的地面运动的不确定性范围从pga的0.1到0.3 g和SA的0.2到1.0。通常,95%的置信极限约为地面平均运动值的+/- 50%。 [参考:14]

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