Time-varying damping ratios and velocities in a high-rise during earthquakes and ambient vibrations from coda wave interferometry

G. Prieto, Monica D Kohler
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Abstract

Coda wave interferometry is applied to data from Community Seismic Network MEMS accelerometers permanently installed on nearly every floor of a 52-story steel moment-and-brace frame building in downtown Los Angeles. Wavefield data from the 2019 M7.1 Ridgecrest, California earthquake sequence are used to obtain impulse response functions, and time-varying damping ratios and shear-wave velocities are computed from them. The coda waves are used because of their increased sensitivity to changes in the building’s properties, and the approach is generalized to show that a building’s nonlinear response can be monitored through time-varying measurements of representative pseudo-linear systems in the time domain. The building was not damaged, but temporary nonlinear behavior observed during the strong motions provides a unique opportunity to test this method’s ability to map time-varying properties. Reference damping parameters and velocities are obtained from a month-long period during which no significant seismic activity had occurred. Damping ratios measured over narrow frequency bands increase by up to a factor of 4 over short time durations spanning the main shock, as well as M > 4.5 aftershocks and a foreshock. The largest damping ratio increases occur for the highest frequencies, and the increase is attributed to friction associated with structural and non-structural surface discontinuities which experience relative motion and impact during shaking, resulting in energy loss. Shear-wave velocities in the building’s east–west and north–south directions are found by applying a waveform stretching method to the direct and coda waves. The broadband velocities are reduced by as much as 10% during building shaking, and their restoration to pre-earthquake levels is found to be a function of shaking amplitudes. Until recently, these techniques had been limited by temporal and spatial sparsity of measurements, but in this study, variations of the impulse response functions are resolved over time scales of tens of seconds and on a floor-by-floor spatial scale.
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地震和环境振动时高层建筑的时变阻尼比和速度--来自科达波干涉测量法
科达波干涉测量法适用于来自社区地震网络 MEMS 加速度计的数据,这些加速度计永久性地安装在洛杉矶市中心一栋 52 层高的钢矩形支撑框架建筑的几乎每一层。利用 2019 年加利福尼亚州里奇克雷斯特 M7.1 级地震序列的波场数据获取脉冲响应函数,并据此计算时变阻尼比和剪切波速度。由于尾波对建筑物属性变化的敏感性更高,因此使用了尾波,并对该方法进行了推广,以表明可以通过时域中代表性伪线性系统的时变测量来监测建筑物的非线性响应。虽然建筑物没有受损,但在强烈运动中观察到的临时非线性行为为测试这种方法绘制时变特性图的能力提供了一个独特的机会。参考阻尼参数和速度是从一个月内未发生重大地震活动期间获得的。在跨越主震、M > 4.5 余震和前震的短时间内,通过窄频带测得的阻尼比最多可增加 4 倍。阻尼比增幅最大的是最高频率,其原因是与结构和非结构表面不连续性有关的摩擦,这些不连续性在震动期间经历了相对运动和冲击,从而导致能量损失。通过对直波和尾波采用波形拉伸方法,可以发现建筑物东西方向和南北方向的剪切波速度。在建筑物晃动过程中,宽带速度降低了 10%,恢复到震前水平与晃动幅度有关。直到最近,这些技术还受到时间和空间测量稀疏性的限制,但在这项研究中,脉冲响应函数的变化在数十秒的时间尺度上和逐层空间尺度上都得到了解析。
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