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Experimental and numerical study on hysteretic performance of SMA spring-friction bearings 被引量:2
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作者 Zhuang Peng Xue Suduo +1 位作者 Nie Pan Wang Wenting 《Earthquake Engineering and Engineering Vibration》 SCIE EI CSCD 2016年第4期597-609,共13页
This paper presents an experimental and numerical study to investigate the hysteretic performance of a new type of isolator consisting of shape memory alloy springs and friction bearing called an SMA spring-friction b... This paper presents an experimental and numerical study to investigate the hysteretic performance of a new type of isolator consisting of shape memory alloy springs and friction bearing called an SMA spring-friction bearing (SFB). The SFB is a sliding-type isolator with SMA devices used for the seismic protection of engineering structures. The principle of operation of the isolation bearing is introduced. In order to explore the possibility of applying SMA elements in passive seismic control devices, large diameter superelastic tension/compression NiTi SMA helical springs used in the SFB isolator were developed. Mechanical experiments of the SMA helical spring were carried out to understand its superelastic characteristics. After that, a series of quasi-static tests on a single SFB isolator prototype were conducted to measure its force-displacement relationships for different loading conditions and study the corresponding variation law of its mechanical performance. The experimental results demonstrate that the SFB exhibits full hysteretic curves, excellent energy dissipation capacity, and moderate recentering ability. Finally, a theoretical model capable of emulating the hysteretic behavior of the SMA-based isolator was then established and implemented in MATLAB software. The comparison of the numerical results with the experimental results shows the efficacy of the proposed model for simulating the response of the SFB. 展开更多
关键词 sliding isolation bearing SMA helical spring hysteretic performance quasi-static test theoretical model
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装配式地铁车站力学性能有限元分析 被引量:17
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作者 钟春玲 张乐乐 《吉林建筑大学学报》 2016年第3期22-26,共5页
随着城市轨道交通的发展,装配式地铁车站与传统的现浇施工方法相比,其具有较高的经济效益、质量效益、环境效益、社会效益.本文结合国内首个预制装配式地铁车站项目,建立车站节点有限元模型,对车站节点的力学性能进行分析.结合有限元方... 随着城市轨道交通的发展,装配式地铁车站与传统的现浇施工方法相比,其具有较高的经济效益、质量效益、环境效益、社会效益.本文结合国内首个预制装配式地铁车站项目,建立车站节点有限元模型,对车站节点的力学性能进行分析.结合有限元方法,对车站节点在低周期反复荷载作用条件下,车站节点整体的拟静力滞回性能进行研究,总结结构节点在低周期反复荷载条件下应力、应变的变化规律和抗震性能,为装配式地铁车站的发展提供可行性依据. 展开更多
关键词 装配式地铁车站 力学性能 整体拟静力滞回性能 有限元分析
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