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变曲率摩擦摆隔震支座理论分析与数值模拟
引用本文:邓雪松,龚健,周云.变曲率摩擦摆隔震支座理论分析与数值模拟[J].土木建筑与环境工程,2011,33(1):50-58.
作者姓名:邓雪松  龚健  周云
作者单位:广州大学 土木工程学院,广州 510006;广州大学 土木工程学院,广州 510006;广州大学 土木工程学院,广州 510006
基金项目:广东省自然科学基金研究团队项目(8351009101000001)
摘    要:介绍了变曲率摩擦摆隔震支座的基本构成,从力学平衡原理出发对变频式摩擦摆隔震支座和锥形摩擦摆隔震支座两类变曲率摩擦摆隔震支座进行理论分析,推导出变曲率摩擦摆隔震支座的刚度,探讨了支座的自回复特性,得出支座最大残余位移的计算公式.采用ABAQUS软件对2类变曲率摩擦摆隔震支座进行实体单元建模,模拟了低周反复荷载作用下的滞回...

关 键 词:变曲率摩擦摆隔震支座  周期性荷载  滞回  回复能力  摩擦系数  曲率半径
收稿时间:3/3/2010 12:00:00 AM

Theoretical Analysis and Numerical Simulation of Variable Curvature Friction Pendulum Isolation Bearing
DENG Xue-song,GONG Jian and ZHOU Yun.Theoretical Analysis and Numerical Simulation of Variable Curvature Friction Pendulum Isolation Bearing[J].土木建筑与环境工程,2011,33(1):50-58.
Authors:DENG Xue-song  GONG Jian and ZHOU Yun
Affiliation:School of Civil Engineering , Guangzhou University , Guangzhou 510006 , P.R. China;School of Civil Engineering , Guangzhou University , Guangzhou 510006 , P.R. China;School of Civil Engineering , Guangzhou University , Guangzhou 510006 , P.R. China
Abstract:The basic structure of Variable Curvature Friction Pendulum Isolation Bearing (VCFP) is introduced. Based on the principle of mechanical equilibrium, theoretical analysis on two types of VCFP which are Variable Frequency Pendulum Isolation Bearing (VFPI) and Conical Friction Pendulum Bearing (CFPI) are conducted. The stiffness of each VCFP is derived, and the recovery characteristics were discussed and the computing formula of maximum residual displacement was deduced as well. Moreover, with the use of ABAQUS software, the models with solid element of each VCFP are built, and the hysteresis property under low cyclic loading and recovery characteristic are simulated. The comparative analysis of VCFP and Friction Pendulum Bearing (FPB) are also conducted. The results show that: 1) the numerical simulation results are identical to the theoretical analysis; 2) according to its plump hysteresis loops, the hysteresis property of VCFP is favorable, further more, its effective viscous damping ratio and coefficient of energy dissipation are higher than FPB, which indicates its greater ability in energy dissipation; 3) the stiffness of the VCFP is determined by curvature radius, that is, sliding surface function. And its stiffness decreases with the increase of bearing displacement through rational design. And then its isolation period increases as the displacement increases and the low frequency resonance problem of isolated structures can be well solved; 4) compared with FPB, the softening mechanism of stiffness can make the shear force transferred to superstructure decrease; 5) the maximum stress of bearing appears when the bearing reaches its designed displacement, and in general it may situate in the edge of ball joint surface of slider or bearing plate 6) the maximum residual displacement of VCFP depends on both friction coefficient and the parameters of sliding surface function, therefore, parametric design based on analysis or simulation is necessary so as to control the maximum value in an acceptable range in engineering.
Keywords:variable curvature friction pendulum isolation bearing  cyclic loads  hysteresis  recovery capability  friction coefficient  curvature radius
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