On models of ground vibrations in strong earthquakes

H. R. Zainulabidova, U. D. Toturbieva, A. M. Jamaludinov
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Abstract

Objective. The purpose of these studies is to determine, on the basis of the developed models describing seismic impacts, the most acceptable for acceptance from the point of view of the accuracy of the description of the seismic oscillation both in the shape of the envelope and in duration and frequency characteristics.Method. The use of empirical models in describing soil fluctuations as a random process has been considered in a number of papers. This paper presents the main simplifying assumptions used in this approach. The validity of empirical models and some difficulties encountered in modeling the oscillation process are investigated.Result. A methodology for assessing the reliability of the proposed impact models is proposed. The proposed method takes into account the soil - geological characteristics, as well as spectral data of instrumental recordings of known earthquakes.Conclusion. The seismic impact model, as well as the approximating modeling function, should be determined by the degree of responsibility of the building.
关于强震中地面振动的模型
目标。这些研究的目的是在已开发的描述地震影响的模型的基础上,从包络线形状、持续时间和频率特征两方面描述地震振荡的准确性的角度出发,确定最可接受的模型。许多论文都考虑了使用经验模型将土壤波动描述为随机过程的问题。本文介绍了该方法中使用的主要简化假设。研究了经验模型的有效性和模拟振荡过程中遇到的一些困难。提出了一种评估所建议的影响模型可靠性的方法。提出的方法考虑了土壤地质特征,以及已知地震仪器记录的光谱数据。地震影响模型,以及近似建模函数,应由建筑物的责任程度来确定。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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