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竖向抗拔摩擦摆支座力学性能的试验研究
引用本文:薛素铎,潘克君,李雄彦.竖向抗拔摩擦摆支座力学性能的试验研究[J].土木工程学报,2012(Z2):6-10.
作者姓名:薛素铎  潘克君  李雄彦
作者单位:北京工业大学;北京市弘都城市规划建筑设计院
基金项目:国家自然科学基金(50778006);北京市教育委员会科技计划面上项目
摘    要:根据隔震技术在大跨空间结构中的研究现状,针对现有摩擦摆支座不具有抗拔性能的缺点,基于竖向抗拔摩擦摆支座的专利设计,提出一种新型构造的竖向抗拔摩擦摆支座,对其进行构造设计,建立相应的理论模型,并对相关力学性能进行试验研究。试验内容包括测定竖向抗拔摩擦摆支座在简谐激励下的滞回性能;考察竖向压力和滑移速度对支座滞回性能的影响;测定竖向抗拔摩擦摆支座滑动面间的摩擦系数以及竖向压力和滑移速度对摩擦系数的影响。试验结果表明,支座具有良好的耗能能力。

关 键 词:摩擦摆支座  竖向抗拔  摩擦系数  滞回性能

The experimental research on mechanical property of vertical uplift-resistant friction pendulum bearing support
Xue Suduo,Pan Kejun,Li Xiongyan.The experimental research on mechanical property of vertical uplift-resistant friction pendulum bearing support[J].China Civil Engineering Journal,2012(Z2):6-10.
Authors:Xue Suduo  Pan Kejun  Li Xiongyan
Affiliation:1(1.Beijing University of Technology,Beijing 100124,China; 2.Homedale Architects,Beijing 100045,China)
Abstract:This thesis,in concern with the seismic isolation technology in long span structures,focuses on the research of bearing.In allusion to the defect of,it designs a new type vertical resisting pulling friction pendulum bearing.The mechanical properties test of the bearings is carried out on hydraulic servo tester.The loading capability and dynamic characteristics tests of the proposed FPB-3000 were carried out.Some key parameters,such as vertical pressure,horizontal sliding velocity,which affect on the performance of seismic isolation,are studied.It is shown that the proposed bearings possess good performance.
Keywords:friction pendulum isolation bearing  vertical resisting pulling  friction coefficient  hysteretic property
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