摘要
介绍了形状记忆合金 (SMA)超弹性减振技术的减振机理 ,研制一种性能良好的SMA超弹性阻尼器 ,介绍了其工作原理及性能测试试验结果。将该阻尼器安装在斜拉桥模型上 ,进行了斜拉桥模型振动试验。试验结果表明 ,该阻尼器的耗能效果明显 。
The damping mechanism of shape memory alloy(SMA)superelastic damping technology is introduced and a damper device based on SMA wires is developed for vibration control implementation of large bridges as well as high rise buildings.The proposed damper was characterized good energy dissipation mechanism.As a case study,two such SMA dampers were installed in a cable stayed bridge model to verify the effectiveness of the damper devices.The experimental results illustrate that the developed SMA dampers are very effective to reduce structural response and have great potential for use as efficient energy dissipation devices.
出处
《工业建筑》
CSCD
北大核心
2003年第6期1-2,61,共3页
Industrial Construction
基金
国家自然科学基金资助项目 ( 5 0 0 3 80 10 )
