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Low-Cost Base-Isolation System for Seismic Protection of Rural Buildings

机译:用于农村建筑抗震保护的低成本基础隔离系统

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摘要

A simple low-cost friction base-isolation system is examined for its applicability in reducing seismic vulnerability of rural buildings. Four friction isolation interfaces, namely, marble-marble, marble-high-density polyethylene, marble-rubber sheet, and marble-geosynthetic, were studied. The friction properties of these interfaces were studied under static and dynamic conditions for a range of normal loads from 10 to 50 kN. The average coefficients of friction for all of these interfaces except marble-rubber were found to be in the range of 0.05-0.15. The effectiveness of these isolation systems was investigated both analytically and experimentally for a spectrum-compatible ground motion corresponding to the maximum credible earthquake for the most severe earthquake zone according to Indian standards for earthquake-resistant design. The analytical prediction of seismic response of buildings with such isolation was found to be in good agreement (within 19%) with the experimental observation. It was found that for marble-marble and marble-geosynthetic interfaces, more than 50% reduction in absolute response acceleration at the roof level could be achieved in comparison with the response of the fixed-base structure at the cost of increasing relative sliding displacements at the friction interface. However, these relative displacements were well within the commonly adopted plinth projection (75 mm).
机译:研究了一种简单的低成本摩擦基础隔离系统在降低农村建筑地震易损性方面的适用性。研究了四个摩擦隔离界面,即大理石-大理石,大理石-高密度聚乙烯,大理石-橡胶板和大理石-土工合成材料。在10到50 kN的正常载荷范围内,在静态和动态条件下研究了这些界面的摩擦性能。除大理石橡胶外,所有这些界面的平均摩擦系数都在0.05-0.15的范围内。根据印度抗震设计标准,针对与频谱兼容的地面运动进行了分析和实验研究,研究了这些隔离系统的有效性,该运动与频谱兼容的地面运动对应于最严重地震带的最大可信地震。发现具有这种隔震的建筑物的地震响应的分析预测与实验观察结果吻合良好(在19%以内)。发现对于大理石-大理石和大理石-土工合成材料的界面,与固定基础结构的响应相比,可以在屋顶水平将绝对响应加速度降低50%以上,但以增加相对滑动位移为代价。摩擦界面。但是,这些相对位移恰好在通常采用的底座投影范围内(75毫米)。

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