MAGNETIC POLE REPULSIVE DAMPER (MPRD): A PROMISING SOLUTION FOR SEISMIC PROTECTION OF STRUCTURES

IF 0.8 Q4 ENGINEERING, CIVIL
Hemnath Kasaram, Amudhan Vijayakumar, Daniel Cruze, Saran Sathish Kumar
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Abstract

Owing to its high energy dissipation characteristics, the passive damper is an effective means of mitigating natural hazards for structures. In this study, a novel magnetic pole repulsive damper (MPRD), designed for reducing structural responses during natural hazards such as earthquakes, was developed and its performance was validated. The MPRD is an effective solution for seismic protection that works on the principle of magnetic repulsion and has a higher energy dissipation capacity than conventional dampers. The MPRD was fabricated using mild steel, neodymium magnets, and a set of helical springs. Two scaled reinforced concrete frames were tested using a 50 kN loading actuator. One frame was equipped with the MPRD, while the other served as a conventional frame for comparison. The frame with the MPRD showed reduced displacements. Compared with the conventional frame, that with the MPRD exhibited an increase in load of 40 % and an increase in energy dissipation of 6,44 %. Further, an increase in lateral stiffness, a 19,23 % increase in stiffness degradation, and changes in crack patterns were observed in the frame with MPRD compared to the conventional frame. The study's success in validating the MPRD performance in reducing structural responses in moderate to high seismicity regions makes it a promising solution for building seismic protection.
磁极排斥阻尼器(mprd):一种很有前途的结构抗震解决方案
被动阻尼器具有耗能大的特点,是减轻结构自然灾害的有效手段。在这项研究中,开发了一种新型磁极排斥阻尼器(MPRD),旨在减少地震等自然灾害时的结构响应,并对其性能进行了验证。MPRD是一种有效的抗震解决方案,它利用磁斥力原理,比传统阻尼器具有更高的能量耗散能力。MPRD由低碳钢、钕磁铁和一组螺旋弹簧制成。采用50kn加载作动器对两个按比例伸缩的钢筋混凝土框架进行了试验。其中一架装有MPRD,而另一架则作为常规框架进行比较。带MPRD的框架显示位移减小。与传统框架相比,MPRD框架的荷载增加了40%,耗能增加了6.44%。此外,与传统框架相比,在MPRD框架中观察到横向刚度增加,刚度退化增加19.23%,裂缝模式发生变化。该研究成功地验证了MPRD在降低中至高地震活动性地区结构响应方面的性能,使其成为建筑抗震保护的一个有前途的解决方案。
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