建筑结构学报2024,Vol.45Issue(5) :92-103.DOI:10.14006/j.jzjgxb.2023.0129

变频变摩擦的摩擦摆隔震支座力学性能

Mechanical behavior of friction pendulum bearing with variable frequency and friction

尚继英 谭平 韩建平 杨奎 黎庭州
建筑结构学报2024,Vol.45Issue(5) :92-103.DOI:10.14006/j.jzjgxb.2023.0129

变频变摩擦的摩擦摆隔震支座力学性能

Mechanical behavior of friction pendulum bearing with variable frequency and friction

尚继英 1谭平 2韩建平 1杨奎 2黎庭州3
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作者信息

  • 1. 兰州理工大学土木工程学院,甘肃兰州 730050
  • 2. 广州大学土木工程学院,广东广州 510006;广州大学工程抗震减震与结构安全教育部重点实验室,广东广州 510405
  • 3. 震安科技股份有限公司,云南昆明 650200
  • 折叠

摘要

为了解决传统摩擦摆隔震支座(friction pendulum bearing,FPB)刚度和阻尼特性固定不能适用于更为广泛的地震和结构条件等问题,研发了变频(曲率)变摩擦的摩擦摆隔震支座(friction pendulum bearing with variable frequency and friction,FPB-VFF),其刚度和阻尼特性随支座位移变化.分析了该支座的力学性能和工作原理,推导其理论本构模型和滞回特性参数表达式;建立FPB-VFF 精细化有限元模型,得到其等效刚度、等效阻尼比和耗能等,研究滞回特性随支座参数的变化规律;进行了 FPB-VFF力学性能试验,验证理论分析和有限元模拟的正确性.研究表明:FPB-VFF的等效刚度和耗能随滑移区2摩擦系数线性增加,等效阻尼比随滑移区2的摩擦系数呈反比例函数关系变化;相比FPB,FPB-VFF的等效刚度、耗能和等效阻尼比增大且最大增幅分别为146%、230%和 30%.

Abstract

In order to solve the problem that the traditional friction pendulum bearings(FPBs)are inapplicable to a wider range of earthquakes and structures owing to their constant stiffness and damping,a novel friction pendulum bearing with variable frequency and friction(FPB-VFF)is developed,whose stiffness and damping change with isolator displacement.The mechanical behavior and operating principle of the FPB-VFF are analyzed,while its constitutive relationship and expressions of hysteresis parameters are subsequently derived.Creating the finite element model of the FPB-VFF,its effective stiffness,effective damping,and energy dissipation are obtained,and the variation of hysteretic characteristics with bearing parameters was studied.The full-scale component tests of FPB-VFF are conducted to verify the theoretical analysis and finite element modeling.The research shows that the effective stiffness and energy-dissipating capacity of FPB-VFF increases linearly with the friction coefficient of slip zone 2,while the effective damping ratio shows an inverse correlation.Compared with FPB,the effective stiffness,energy-dissipating capacity and effective damping ratio of FPB-VFF increases by 146%,230%and 30%,respectively.

关键词

隔震支座/变频变摩擦/本构模型/精细化有限元模型/滞回特性/力学性能

Key words

isolation bearing/variable frequency and friction/constitutive relationship model/finite element model/hysteresis characteristics/mechanical behavior

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基金项目

国家重点研发计划(2021YFC3100700)

国家自然科学基金项目(51978185)

教育部创新团队项目(IRT13057)

甘肃省重点研发计划(22YF7GA161)

出版年

2024
建筑结构学报
中国建筑学会

建筑结构学报

CSTPCD北大核心
影响因子:1.546
ISSN:1000-6869
参考文献量17
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