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Development of hazard- and amplification-consistent elastic design spectra

机译:建立与危险和放大率一致的弹性设计谱

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In the framework of the definition of a new building code for dams, the Swiss Federal Office for Energy (SFOE) has commissioned a study on the effect of site response variability on elastic design spectra for different soil conditions and seismic hazard scenarios. The goal of the study presented herein is the definition of a new set of site-dependent design spectra for horizontal and vertical ground-motion, whose design shape (scaled to peak ground acceleration) is to be compared with the present Swiss normative (SIA261, revision 2014) [43].To accomplish the task, we have created a large dataset of Fourier-domain seismic amplification functions by collecting empirical observations and site-specific ground motion models from both measured and stochastically generated velocity profiles. Fourier spectra were then converted to response spectral amplification using a combination of spectral modeling techniques and random vibration theory. Average amplification models are thus derived for different soil classes (SIA class A-E), according to the Swiss building code provisions, and for a set of magnitude-distance combinations chosen as representative of the Swiss hazard disaggregation scenario at the Sion site in Switzerland.Finally, the response spectral amplification functions from the database have been combined with the normalized uniform hazard spectra computed at Sion for return periods of 500, 1000, 5000 and 10,000 years. Based on those results, a new set of design spectral shapes is proposed for the different SIA soil classes, accounting for investigated scenario variability and including a reasoned level of conservatism dependent on the distribution of the site-specific amplification models.The proposed methodology targets the reduction in uncertainty associated with seismic design and, although originally focused and applied to the Swiss norm, it could be potentially applied to any national seismic code as a tool for developing, updating or benchmarking the current provisions in a holistic framework.
机译:在定义新的大坝建筑规范的框架内,瑞士联邦能源办公室(SFOE)委托进行了一项针对不同土壤条件和地震灾害场景的场地响应变化对弹性设计谱的影响的研究。本文提出的研究目标是为水平和垂直地面运动定义一套新的,取决于现场的设计频谱,其设计形状(按峰值地面加速度定标)将与当前的瑞士规范(SIA261, 2014年修订版[43]。为完成这项任务,我们通过从实测和随机生成的速度剖面中收集经验观测值和特定地点的地面运动模型,创建了一个大的傅里叶域地震放大函数数据集。然后使用光谱建模技术和随机振动理论的组合将傅立叶光谱转换为响应光谱放大。因此,根据瑞士建筑法规的规定,得出了针对不同土壤类别(SIA AE类)的平均放大模型,并选择了一组幅度-距离组合来代表瑞士Sion场地的瑞士危害分解方案。 ,来自数据库的响应光谱放大函数已与Sion计算的归一化均匀危险谱相结合,返回期分别为500、1000、5000和10,000年。根据这些结果,针对不同的SIA土壤类别,提出了一套新的设计光谱形状,考虑了所研究的情景变异性,并包括取决于现场特定扩增模型分布的保守性的合理水平。减少了与地震设计相关的不确定性,尽管最初集中在瑞士规范中,但可以潜在地应用于任何国家地震法规,作为在整体框架中制定,更新或基准化当前规定的工具。

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