RESEARCH ON MECHANICAL PROPERTIES AND ISOLATION EFFECT OF A ISOLATION BEARING WITH MULTI-STAGE FREQUENCY-CONVERSION COMPOSITE FRICTION PENDULUMS
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摘要: 为避免摩擦摆隔震结构与上部结构发生共振破坏,研制出具有变曲率变摩擦系数圆弧滑动面的多级变频摩擦摆隔震支座。在阐述其力学性能和隔震机理的基础上,通过动力平衡方程分析得出该多级变频摩擦摆隔震支座的自振周期只与该摩擦摆摩擦系数μ、弧面半径R及摩擦摆水平限度位移有关。加工出实体模型,通过试验测试其恢复力模型和摩擦系数等力学性能;采用ABAQUS有限元软件对一栋安装此隔震支座的6层框架结构进行模拟分析,对比在地震作用下,隔震前后结构的动力响应。研究表明:多级变频摩擦摆具有良好的稳定性、变频能力、自限及自复位能力,且适应多级隔震,无需单独设置阻尼器,结构简单,应用方便,隔震效果良好。Abstract: In order to avoid the resonance damage of the friction pendulum isolation structure and the upper structure, a multi-stage frequency conversion friction pendulum isolation bearing with a variable curvature and friction coefficient arc sliding surface was developed. The mechanical properties and isolation mechanism were expounded. The theoretical analysis of the dynamic equilibrium equation showed that the natural vibration period of the multi-stage frequency conversion friction pendulum isolation bearing was only related to the friction coefficient μ of the frictional pendulum, the radius of the arc surface R and the horizontal displacement of the friction pendulum. The solid model was made, and the mechanical properties such as the restoring force model and friction coefficient were tested by experiments. The ABAQUS finite element software was used to simulate a 6-story frame structure set up by this isolation bearings. The dynamic responses of the structure under earthquake action before and after installing isolator were compared. The research showed that the multi-stage frequency conversion friction pendulum had good stability, frequency conversion capability, self-limiting and self-restoring capacity, and was suitable for multi-stage isolation scheme, which did not need to be equipped with a separate damper. The multi-stage frequency conversion friction pendulum showed the advantages of simple structure, convenient application and good isolation effect.
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钟建娟.浅析隔震技术在建筑结构中的应用[J].城市建设理论研究(电子版),2011(14):1-4. GHOBARAH A, ALI H M. Seismic Performance of Highway Bridge[J]. Eng.Struet,1987,10(3):157-166. 杨海旭,王巧玲,马伟文,等.三维多级复合摩擦摆隔震结构有限元分析[J].辽宁工程技术大学学报(自然科学版),2015,34(10):1155-1160. 张玉敏,苏幼坡,梁军,等.碟形弹簧竖向减震装置的研究[J].哈尔滨工业大学学报,2005,37(12):1678-1680. 张玉敏,苏幼坡,苏经宇.碟形弹簧竖向减震装置的性能试验研究[J]. 重庆建筑大学学报,2008,30(6):51-55. 葛楠,苏幼坡,王兴国.FPS摩擦摆与碟型弹簧组合隔震系统性能分析研究[J]. 建筑科学,2011,27(1):13-16. 葛楠,苏幼坡,王兴国,等.竖向刚度对FPS滑移摩擦摆系统隔震性能影响研究[J]. 工程抗震与加固造,2010,32(4):20-25,37. 霍海英,李进.小议高层建筑工程中基础隔震技术[J].建筑工程技术与设计,2014(25):52-52. 袁钦.隔震结构空间多维变位研究与分析[D].厦门:厦门大学,2013. 陈艳.多维近断层地震对RC框架结构抗震性能的影响[J].工程抗震与加固改造,2014(4):36-43. 杨海旭,郭迅,王海飙,等.高度可调摩擦摆隔震支座的力学性能[J].辽宁工程技术大学学报(自然科学版),2012(1):61-64. 郭辉,刘超宝.滑移隔震结构滑移量的计算研究[J].甘肃科技,2010(18):53-55. CLOUGH R. Dynamics of Structures[M]. New York:Computers and Structures,Inc.,1955. 何志坚,王社良.摩擦摆基础滑移隔震框架结构理论研究[J].噪声与振动控制,2013(1):212-217. 中华人民共和国住房和城乡建设部. 混凝土结构设计规范:GB 50010-2010[S].北京:中国建筑工业出版社,2010.
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