首页> 外文期刊>Soil Dynamics and Earthquake Engineering >Estimating site-specific strong earthquake motions
【24h】

Estimating site-specific strong earthquake motions

机译:估计特定地点的强烈地震运动

获取原文
获取原文并翻译 | 示例
           

摘要

The Campus Earthquake Program (CEP) of the University of California (UC) started in March 1996, and involved a partnership among seven campuses of the UC―Berkeley, Davis, Los Angeles, Riverside, San Diego, Santa Barbara, Santa Cruz―and the Lawrence Livermore National Laboratory (LLNL). The aim of the CEP was to provide University campuses with site-specific assessments of their earthquake strong motion exposure, to complement estimates they obtain from consultants according to the state-of-the-practice (SOP), i.e. Building Codes (UBC 97, IBC 2000), and Probabilistic Seismic Hazard Analysis (PSHA). The Building Codes are highly simplified tools, while the more sophisticated PSHA is still somewhat generic in its approach because it usually draws from many earthquakes not necessarily related to the faults threatening the site under study. Between 1996 and 2001, the site-specific studies focused on three campuses: Riverside, San Diego, and Santa Barbara. Each campus selected 1-3 sites to demonstrate the methods and procedures used by the CEP: Rivera Library and Parking Lots (PL) 13 and 16 at UCR, Thornton Hospital, the Cancer Center, and PL 601 at UCSD, and Engineering I building at UCSB. The project provided an estimate of strong ground motions at each selected site, for selected earthquake scenarios. These estimates were obtained by using an integrated geological, seismological, geophysical, and geotechnical approach, that brings together the capabilities of campus and laboratory personnel. Most of the site-specific results are also applicable to risk evaluation of other sites on the respective campuses. The CEP studies have provided a critical assessment of whether existing campus seismic design bases are appropriate. Generally speaking, the current assumptions are not acknowledging the severity of the majority of expected motions. Eventually, both the results from the SOP and from the CEP should be analyzed, to arrive at decisions concerning the design-basis for buildings on UC campuses.
机译:加利福尼亚大学(UC)的校园地震计划(CEP)始于1996年3月,涉及加州大学伯克利分校,戴维斯分校,洛杉矶分校,河滨分校,圣地亚哥分校,圣塔芭芭拉分校,圣克鲁斯分校等七个校区之间的合作劳伦斯·利弗莫尔国家实验室(LLNL)。 CEP的目的是向大学校园提供针对其地震强烈运动暴露的特定地点评估,以补充他们根据实践状态(SOP)从顾问那里获得的估计,即建筑规范(UBC 97, IBC 2000)和概率地震危险性分析(PSHA)。建筑法规是高度简化的工具,而更复杂的PSHA在其方法上仍然有些通用,因为它通常来自许多地震,而这些地震不一定与威胁研究现场的断层有关。在1996年至2001年之间,针对特定地点的研究针对三个校园:Riverside,圣地亚哥和圣塔芭芭拉。每个校园都选择了1-3个站点来演示CEP所使用的方法和程序:UCR的Rivera图书馆和停车场(PL)13和16,桑顿医院,癌症中心以及UCSD的PL 601,以及I的工程I楼UCSB。该项目针对选定的地震场景提供了每个选定地点的强烈地面运动的估算。这些估算是通过使用综合的地质,地震,地球物理和岩土方法获得的,这些方法综合了校园和实验室人员的能力。大多数特定于站点的结果也可用于相应园区中其他站点的风险评估。 CEP研究对现有的校园地震设计基础是否合适提供了重要的评估。一般而言,当前的假设并未承认大多数预期运动的严重性。最终,应该分析SOP和CEP的结果,以得出有关UC校园建筑设计基础的决策。

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