滑移摩擦支座摩擦力模型研究

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英文篇名：Study on friction force model of sliding bearings 中文刊名：四川建筑科学研究 英文刊名：Building Science Research of Sichuan 作者：王建强 ; 王利娟 英文作者：WANG Jian-qiang~1 ; WANG Li-juan~2(1. Zhengzhou University ; Zhengzhou450002 ; China ; 2.Henan Haoding Construction Foundation Engineering Co. ; Ltd. ; Zhengzhou450008 ; China) 中文关键词：滑移摩擦支座 ; 摩擦力模型 ; 双向耦合作用 英文关键词：sliding bearings ; friction force model ; bilateral coupled effect 出版日期：2005-06-25 机构：郑州大学土木工程学院,河南省昊鼎建筑基础工程有限公司 河南郑州　450002 ,河南郑州　450008 年：2005 期：03 出版单位：四川建筑科学研究

摘要

采用微分连续模型模拟滑移摩擦支座的单向和双向耦合摩擦力,表明该模型可以较好地描述摩擦力的非线性特征和双向耦合效应。同时,从计算分析也可看出,考虑双向耦合作用与未考虑双向耦合作用的摩擦力滞回曲线有较大差别,因而支座应采用双向耦合摩擦力模型,以考虑双向耦合作用对结构地震反应和支座性能的影响。
The differential sequential friction force model is used to simulate the unilateral and bilateral coupled friction force of sliding bearings, the non-linear characteristic and bilateral coupled effect of friction force can be accurately described by the model. It is also shown that the bilateral coupled hysteretic loop is very differed from the unilateral loop. Because of the bilateral coupled action of sliding bearings, so the bilateral coupled friction force model should be used when the influence on earthquake response of structure and performance of bearings is considered.

引文

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