基于易损性系数的地震微区划方法

IF 0.2 Q4 FORESTRY
L. Senin, T. Senina
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引用次数: 0

摘要

研究目的是基于地震信号水平分量与垂直分量的谱比,即基于最上层土层的易损性系数,建立一种新的地震微区划方法。研究方法。HVSR谱比分析在各种修正中已经应用了很长时间。但笔者认为,本文提出的地震危险性区划方法是新颖之处。它将易损性指数和随后的重新计算纳入地震烈度增量。本文考虑的基于脆弱性系数的SMZ方法虽然是谱比法的一种变体,但并非强制性的。它可以看作是对强制地震刚度法的补充。这些SMZ方法的结合将提高整个方法的能力,并提高地震烈度增量示意图的准确性和充分性。基于脆弱性指数的谱比法和SMZ法的优点之一是考虑了强波作用下土体的非弹性和非线性变形过程。研究的结果。基于计算得到的土壤光谱特征,该方法可以构建不同频率范围的SMZ示意图。提出的地震微区划方法的另一个优点是不需要对研究土壤和参考土壤进行同步微震测量。此外,根本不需要参考土壤这一事实是采用这种方法的先决条件。因此,仅使用一个带有3分量传感器的地震记录仪就可以评估局部脆弱性,而忽略了微地震运动源的位置及其随时间变化的特征。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A method of seismic microzoning based on the vulnerability coefficient
The research objective is to develop a new method of seismic microzoning (SMZ) based on the spectral ratios between seismic signal’s horizontal and vertical components, i.e. on the vulnerability coefficient of the topmost soil stratum. Methods of research. The HVSR spectral ratio analysis has been used for a long time in various modifications. However, in author’s opinion, what’s new is the approach to seismic hazard zoning proposed in this research. It uses the vulnerability indices and subsequent recalculation into seismic intensity increments. The SMZ method based on the vulnerability coefficient considered in this article is not mandatory, although it is a variation of the spectral ratio method. It may be regarded as an addition to the mandatory seismic stiffness method. The combination of these SMZ methods will arguably increase the capabilities of the method as a whole and improve the accuracy and adequacy of a schematic map of seismic intensity increments. One of the advantages of both spectral ratio method and SMZ method based on the vulnerability index, is that they allow to take into account inelastic and nonlinear deformation processes when strong wave movements impacts on soils. Research results. Based on the calculated spectral characteristics of soils, the method makes it possible to construct schematic SMZ maps for different frequency ranges. Another advantage of the proposed of seismic microzoning method is that it eliminates the requirements for the synchronic microtremor measurements on the studied and reference soils. Moreover, the fact that there is simply no need for reference soils is a prerequisite for the method. The local vulnerability can therefore be assessed using only one seismic recorder with a 3-component sensor ignoring the location of microseismic motions sources and their characteristics variation over time.
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