Underdamped elastic response spectra of microtremors using Newmark's β-method

Kléber Augusto Deming, Andrea Natalí Zárate Villacrés, Diego Hernán Hidalgo Robalino, Marcelo David Guerra Valladares
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Abstract

In the absence of seismic records, this study focuses on using microtremors as surrogates to analyze ground signals during earthquakes. Earthquake engineering uses response spectra to evaluate the structural reaction to vibrations, condensing the complex dynamics required for design. The central objective is to generate response spectra in underdamped systems using Newmark's β method, considering displacement, velocity and acceleration with operations research methodology. The sample consists of 171 points of the Riobamba seismic zonation study. Using environmental microtrepidation results, accelerogram matrices were obtained for each component. Maximum values of displacement, velocity and acceleration were extracted for a natural period of 3 seconds with a damping of 5% and plotted to obtain response spectra. This methodological approach provides a robust analysis of the underdamped response of the system, offering crucial insights for seismic design and engineering.
使用纽马克 β 方法计算微震的欠阻尼弹性响应谱
在没有地震记录的情况下,本研究侧重于利用微震源作为代用指标来分析地震时的地面信号。地震工程学使用反应谱来评估结构对振动的反应,浓缩了设计所需的复杂动力学。其核心目标是使用纽马克的 β 方法生成欠阻尼系统的响应谱,并利用运筹学方法考虑位移、速度和加速度。样本包括里奥班巴地震带研究的 171 个点。利用环境微观反演结果,获得了各组成部分的加速度矩阵。提取了阻尼为 5%、自然周期为 3 秒的位移、速度和加速度的最大值,并绘制成反应谱。这种方法提供了对系统欠阻尼响应的稳健分析,为抗震设计和工程提供了重要启示。
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