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首页> 外文期刊>Journal of intelligent material systems and structures >An innovative seismic-resilient bridge with shape memory alloy-washer-based footing rocking RC piers
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An innovative seismic-resilient bridge with shape memory alloy-washer-based footing rocking RC piers

机译:一种创新的地震弹性桥,带有形状记忆合金 - 垫圈的基础摇摆RC墩

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摘要

This study proposes a new footing rocking pier which employs shape memory alloy (SMA) washers as its kernel elements. Apart from providing self-centering capability and energy dissipation, the SMA washers enable a "limited rocking" behavior for the pier, helping enhance the seismic resilience of the bridges. The study commences with quasi-static tests on SMA washer groups with various stack patterns. Subsequently, a 1/4 scale SMA-washer-based rocking pier specimen is tested. Following the experimental study, a bridge system adopting the SMA-washer-based rocking pier is carefully designed. An iterative seismic design approach is proposed for the rocking pier, followed by a system level analysis on the entire bridge system. A suite of ground motions corresponding to two intensity levels are considered. The performance of the innovative bridge is also compared with a conventional bridge with fixed-base piers. The results reveal that the new system exhibits superior performance to the conventional bridge in terms of pier damage control, which is achieved with acceptable sacrifice of other performance indices such as bearing displacement and peak drift ratio. A further parametric study suggests that the response of the bridge with the proposed pier is related to the load resistance and deformability of the SMA washers.
机译:本研究提出了一种新的摇摆墩,该摇杆采用形状记忆合金(SMA)垫圈作为其内核元素。除了提供自定心能力和耗能的情况外,SMA垫圈为码头提供“有限摇摆”行为,有助于提高桥梁的地震弹性。该研究开始在具有各种堆叠模式的SMA洗衣机组上进行准静态测试。随后,测试了1/4级SMA垫圈的摇摆墩样本。在实验研究之后,精心设计了采用SMA垫圈的摇摆码头的桥梁系统。摇摆墩提出了一种迭代地震设计方法,其次是整个桥梁系统的系统级别分析。考虑了一套对应于两个强度水平的地面运动套件。创新桥梁的性能也与具有固定基础码头的传统桥梁进行比较。结果表明,在码头损伤控制方面,新系统对传统桥梁表现出卓越的性能,这是通过可接受的诸如轴承位移和峰值漂移比的其他性能指标来实现的。另一个参数研究表明,桥梁与所提出的码头的响应与SMA垫圈的负载电阻和可变形性有关。

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