对于地震阻尼器的弹性摩擦材料的原型测试
Antonella Bianca Francavilla1, Massimo Latour1, Gianvittorio Rizzano1
1Department of Civil Engineering, University of Salerno, 84084 Fisciano, Italy.
Materials (Basel, Switzerland)
|December 9, 2023
概括
这项研究评估了地震装置的新摩擦,重点关注材料性能和可预测的抗滑性. 该研究通过增强能量消耗和稳定的歇斯底里行为来确保弹性建筑结构.
科学领域:
- 结构工程 结构工程
- 材料科学 材料科学 材料科学
背景情况:
- 使用摩擦阻尼器的低收益率地震装置提高了建筑物的弹性和可修复性.
- 最佳设计需要精确控制螺栓预加载和摩擦系数 (CoF).
- 寻求新的摩擦材料,以获得稳定的歇斯底里反应,高的CoF和可预测的抗滑性.
研究的目的:
- 通过实验评估由专门开发的金属合金制成的新型摩擦的行为.
- 分析接触面特性对摩擦装置性能的影响.
- 评估测试标本的歇斯底里行为和能量消散能力.
主要方法:
- 在萨勒诺大学的STRENGTH实验室进行实验活动.
- 测试遵循EN12159地震装置合格协议.
- 随着时间的推移,监控预加载力,抗滑变化和摩擦值.
主要成果:
- 确定摩擦值及其随时间的降解.
- 在歇斯底里行为方面评估材料性能.
- 基于滑动力降解和能量消散能力的比较样本.
结论:
- 该研究提供了关于用于地震应用的新摩擦的性能的见解.
- 这些发现有助于开发更有弹性和可预测的地震保护系统.
- 了解接触面的影响对于优化摩擦阻尼器设计至关重要.
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