Rotational Components of Normal Modes Measured at a Natural Sandstone Tower (Kane Springs Canyon, Utah, U.S.A.)

A. Dzubay, J. Moore, R. Finnegan, Erin K. Jensen, Paul R. Geimer, K. Koper
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Abstract

Modal analysis of freestanding rock formations is crucial for evaluating their vibrational response to external stimuli, aiding accurate assessment of associated geohazards. Whereas conventional seismometers can be used to measure the translational components of normal modes, recent advances in rotational seismometer technology now allow direct measurement of the rotational components. We deployed a portable, three-component rotational seismometer for a short-duration experiment on a 36 m high sandstone tower located near Moab, Utah, in addition to conducting modal analysis using conventional seismic data and numerical modeling. Spectral analysis of rotation rate data resolved the first three natural frequencies of the tower (2.1, 3.1, and 5.9 Hz), and polarization analysis revealed the orientations of the rotation axes. Modal rotations were the strongest for the first two eigenmodes, which are mutually perpendicular, full-height bending modes with horizontal axes of rotation. The third mode is torsional with rotation about a subvertical axis. Measured natural frequencies and the orientations of displacements and rotation axes match our numerical models closely for these first three modes. In situ measurements of modal rotations are valuable at remote field sites with limited access, and contribute to an improved understanding of modal deformation, material properties, and landform response to vibration stimuli.
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天然砂岩塔(美国犹他州凯恩泉峡谷)正模态旋转分量测量
独立岩层的模态分析对于评估其对外界刺激的振动响应至关重要,有助于准确评估相关的地质灾害。传统地震仪可用于测量正常模态的平移分量,而旋转地震仪技术的最新进展现在允许直接测量旋转分量。除了使用常规地震数据和数值模拟进行模态分析外,我们还在犹他州Moab附近的一座36米高的砂岩塔上部署了一个便携式三分量旋转地震仪,进行了短时间的实验。旋转速率数据的频谱分析确定了塔的前三个固有频率(2.1、3.1和5.9 Hz),极化分析揭示了旋转轴的方向。前两个特征模态的模态旋转是最强的,这两个特征模态是相互垂直的,具有水平旋转轴的全高度弯曲模态。第三种模式是扭转的,绕着一个次垂直的轴旋转。测量的固有频率以及位移和旋转轴的方向与我们的前三种模式的数值模型密切匹配。模态旋转的现场测量在偏远的现场是有价值的,并且有助于提高对模态变形、材料特性和地形对振动刺激的响应的理解。
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