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作 者:倪立峰[1] 李秋胜[2] 李爱群[1] 韩玉林[1]
机构地区:[1]东南大学土木工程学院,江苏南京210096 [2]香港城市大学建筑系
出 处:《地震工程与工程振动》2002年第3期145-148,共4页Earthquake Engineering and Engineering Dynamics
基 金:国家自然科学基金资助项目 (5 0 0 3 80 10 )
摘 要:本文在对形状记忆合金 (SMA)的力学性能研究的基础上 ,设计和制造出一种性能良好的SMA阻尼器 ,介绍了其工作原理及有关试验结果 ,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 。A damper device based on shape memory alloy (SMA) wires is developed for vibration control implementation of large bridges as well as high rise buildings. The proposed damper was characterized by good energy dissipation mechanism and can be installed in the diagonal positions of the frame storey as well as below the main span of bridge decks. 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.
关 键 词:形状记忆合金 超弹性 阻尼器 振动控制 SMA 工程结构
分 类 号:TU311.3[建筑科学—结构工程] TG139.6[一般工业技术—材料科学与工程]
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