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弹簧-坡面变摩擦阻尼器参数研究

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本文是针对变摩擦阻尼器无系统研究方法及具体规范的支撑.通过理论推导得出单自由度体系在谐振激励下结构位移、耗能比计算公式并确定摩擦系数、坡面长度、坡度和碟簧刚度等为影响弹簧-坡面变摩擦阻尼器力学性能的重要参数,采用自编程序对弹簧-坡面变摩擦阻尼器进行参数分析,研究结果发现:(1)弹簧-坡面变摩擦阻尼器摩擦系数宜取0.5以上;(2)宜适当增加坡面长度且平面段长度宜小于结构屈服位移;(3)当弹簧-坡面变摩擦阻尼器耗能不足时,宜优先考虑增大坡度;(4)当增大坡度仍无法满足弹簧-坡面变摩擦阻尼器耗能需求时,可考虑增大碟簧刚度.研究结果为实际工程应用中弹簧-坡面变摩擦阻尼器参数确定提供参考.
Study on Parameters of Spring-slope Variable Friction Damper
There is no systematic research method and specific specification support for variable friction dampers.Through theoretical derivation,the calculation formulas of structural displacement and energy dissipation ratio of sin-gle-degree-of-freedom system under resonance excitation are obtained,and the friction coefficient,slope length,slope and disc spring stiffness are determined as important parameters affecting the mechanical properties of spring-slope variable friction damper.The parameters of spring-slope variable friction damper are analyzed by self-compiled program.The results show that:(1)The friction coefficient of spring-slope variable friction damper should be more than 0.5;(2)The length of the slope should be appropriately increased and the length of the plane section should be less than the yield displacement of the structure;(3)When the energy consumption of spring-slope friction damper is insufficient,it should be given priority to increase the slope.(4)When increasing the slope is still unable to meet the energy demand of the spring-slope friction damper,increasing the stiffness of the disc spring can be considered.The research results provide a reference for the parameter determination of spring-slope variable friction damper in practical engineering applications.

spring-slope variable friction damperparameter analysisenergy consumption ratiofinite element analysissingle-degree of freedom system

刘正欢、潘文、双超、周畅、李媛

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昆明理工大学 建筑工程学院,昆明 650500

云南省抗震工程技术研究中心,昆明 650500

弹簧-坡面变摩擦阻尼器 参数分析 耗能比 有限元分析 单自由度体系

云南省科技厅科技基础研究专项

202301AU070020

2024

科技通报
浙江省科学技术协会

科技通报

CSTPCDCHSSCD
影响因子:0.457
ISSN:1001-7119
年,卷(期):2024.40(3)
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