利用摇柱进行地震修复-有限元模拟

N. Javed, A. Turer
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引用次数: 0

摘要

-在古代文明中,在希腊和罗马等地震活跃地区,摇晃柱以大型石柱支撑其上方的巨石的形式被使用;然而,它们在地震作用下的行为并没有很好地利用现代计算机模拟技术进行研究。摇柱产生一种地震力的隔震形式,与传统的隔震器不同,摇柱没有固定的摇晃周期。摇摆柱的固有频率和刚度随水平位移量的变化而变化。因此,摇摆柱上的体系具有不断变化的固有(基频),不会与主导地震频率进入共振状态。本文采用非线性和大变形分析技术对摇摆柱进行了详细的研究,并在实验室中与摇摆柱进行了比较和验证。验证过程可以模拟现代建筑的全尺寸摇柱。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Earthquake Remediation by Use of Rocking Columns–Finite Element Method Simulations
— Rocking columns have been used in ancient civilization in the form of large stone columns supporting massive stones above them in seismically active regions such as Greece and Rome; however, their behavior under earthquakes is not well investigated using modern computer simulation technologies. Rocking columns generate a form of seismic isolation of earthquake forces and unlike conventional seismic isolators, rocking columns do not have a constant period of rocking. The natural frequency and stiffness of a rocking column changes based on the amount of horizontal displacement. Therefore, the system over rocking columns has ever changing natural (fundamental) frequency and does not get into a resonance state with the dominant earthquake frequencies. This paper includes a detailed investigation of rocking columns by using nonlinear and large deformation analysis techniques, which were compared and validated against rocking columns in the lab. The verification process enabled simulation of full-size rocking columns of modern buildings.
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