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U型金属阻尼器受力性能和数值模拟分析方法研究
引用本文:种迅,侯林兵,陈曦,解琳琳,蒋庆,苗启松.U型金属阻尼器受力性能和数值模拟分析方法研究[J].建筑结构,2021,51(1):114-120.
作者姓名:种迅  侯林兵  陈曦  解琳琳  蒋庆  苗启松
作者单位:合肥工业大学土木与水利工程学院,合肥230009;合肥工业大学土木与水利工程学院,合肥230009;北京市建筑设计研究院有限公司,北京100045;北京建筑大学土木与交通工程学院,北京100044;合肥工业大学土木与水利工程学院,合肥230009;北京市建筑设计研究院有限公司,北京100045
基金项目:未来城市设计基金;国家自然科学基金
摘    要:首先收集了17个U型金属阻尼器的试验数据,并对采用不同类型钢材的U型金属阻尼器的面内受力性能进行了分析和比较。在此基础上,研究了分别适用于构件层次分析和结构层次分析的U型金属阻尼器精细有限元模型和简化有限元模型的建模方法。结果表明:采用实体单元建立的精细有限元模型,既可较准确地模拟出U型金属阻尼器的荷载-位移滞回关系,又可以较好地反映其微观损伤模式;建议的U型金属阻尼器初始刚度和屈服荷载计算公式预测值与试验结果较接近,且偏于安全,可用于简化模型骨架参数的确定;采用建议的简化有限元模型分析得到的试件荷载-位移滞回曲线与试验结果吻合较好。

关 键 词:U型金属阻尼器  受力性能  数值模拟分析  精细有限元模型  简化有限元模型

Study on mechanical performance and numerical simulation analysis method of U-shaped metal damper
CHONG Xun,HOU Linbing,CHEN Xi,XIE Linlin,JIANG Qing,MIAO Qisong.Study on mechanical performance and numerical simulation analysis method of U-shaped metal damper[J].Building Structure,2021,51(1):114-120.
Authors:CHONG Xun  HOU Linbing  CHEN Xi  XIE Linlin  JIANG Qing  MIAO Qisong
Affiliation:(School of Civil and Hydraulic Engineering,Hefei University of Technology,Hefei 230009,China;Beijing Institute of Architectural Design,Beijing 100045,China;School of Civil and Transportation Engineering,Beijing University of Civil Engineering and Architecture,Beijing 100044,China)
Abstract:Firstly, the experimental data of 17 U-shaped metal dampers were collected, and the in-plane mechanical performance of this type of dampers with different kinds of steel was analyzed and compared. Then the refined and simplified finite element modeling methods of U-shaped metal damper, which are suitable for the analysis on the member level and overall structure level respectively, were studied based on the collected data. The results indicate that: the refined finite element model established by solid element can simulate the load-displacement hysteresis relationship accurately, and also reflect the micro-damage mode of the U-shaped metal damper;the predicted values of initial stiffness and yielding load calculated by the proposed formulas are close to the test results, and relatively safer compared with the test results, the proposed formulas can be used in the determination of the skeleton parameters of the simplified model;the load-displacement hysteresis curves of the specimen calculated by the simplified finite element model coincide well with the test results.
Keywords:U-shaped metal damper  mechanical performance  numerical simulation analysis  refined finite element model  simplified finite element model
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