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双曲型不锈钢管铅阻尼器性能研究
引用本文:曾一凡,邓雪松,周云.双曲型不锈钢管铅阻尼器性能研究[J].地震工程与工程振动,2021,41(1):132-139.
作者姓名:曾一凡  邓雪松  周云
作者单位:广州大学土木工程学院,广东广州510006;广州大学土木工程学院,广东广州510006;广州大学土木工程学院,广东广州510006
基金项目:国家重点研发计划重点专项(2017YFC0703608)。
摘    要:提出一种双曲型不锈钢管铅阻尼器,阐述了其构造与特点。采用ABAQUS有限元分析软件,对双曲型不锈钢管铅阻尼器和普通钢管铅阻尼器及设过渡段(A类构造)、不设过渡段(B类构造)的双曲型不锈钢管铅阻尼器进行对比分析。结果表明:双曲型不锈钢管铅阻尼器滞回曲线对称、饱满,在小位移下即进入屈服耗能,具有优异且稳定的耗能能力;当阻尼器初始屈服承载力相等时,双曲型不锈钢管铅阻尼器在更小的位移下进入较稳定的耗能状态,提供更大的稳定屈服承载力;A、B类构造的双曲型不锈钢管铅阻尼器均具有优异的力学性能,B类构造可降低不锈钢和铅芯的用量,简化加工工艺,提高其经济性。

关 键 词:不锈钢  双曲型不锈钢管铅阻尼器  端部构造  力学性能

Research on performance of the hyperbolic type lead-filled stainless steel tube damper
ZENG Yifan,DENG Xuesong,ZHOU Yun.Research on performance of the hyperbolic type lead-filled stainless steel tube damper[J].Earthquake Engineering and Engineering Vibration,2021,41(1):132-139.
Authors:ZENG Yifan  DENG Xuesong  ZHOU Yun
Institution:(School of Civil Engineering,Guangzhou University,Guangzhou 510006,China)
Abstract:The hyperbolic type lead-filled stainless steel damper(referred to as H-LSSTD)was presented,its structure and characteristics were introduced.Finite element software ABAQUS was used to compare the performance of the hyperbolic type lead-filled tube dampers used stainless steel and ordinary carbon steel(referred to as H-LSTD),and compare the H-LSSTD with transition sectioncan(Class A)and no transition sectioncan(Class B).The results show that the hysteretic curve of the H-LSSTD is symmetric and full,and the damper enters into yield energy dissipation under small displacement,with excellent and stable energy dissipation capacity;When the initial yield capacity of H-LSSTD is equal to that of H-LSTD,the H-LSSTD enters into a more stable energy dissipation state with a smaller displacement,and provides a larger stable yield bearing capacity;Both of class A and B have excellent mechanical properties,class B can reduce the consumption of stainless steel and lead core,simplify the processing technic,and improve the economy.
Keywords:stainless steel  hyperbolic type lead-filled stainless steel tube damper  end structure  mechanic performance
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