首页 | 本学科首页   官方微博 | 高级检索  
     检索      

新型舌板黏滞阻尼器力学性能试验研究
引用本文:朱正言,戴靠山,,,施袁锋,唐天国,王伟,李俊霖.新型舌板黏滞阻尼器力学性能试验研究[J].世界地震工程,2022,38(2):130-140.
作者姓名:朱正言  戴靠山      施袁锋  唐天国  王伟  李俊霖
作者单位:1. 四川大学 土木工程系, 四川 成都 610065;2. 深地科学与工程教育部重点实验室, 四川 成都 610065;3. 破坏力学与工程防灾减灾四川省重点实验室, 四川 成都 610065;4. 同济大学 土木工程防灾国家重点实验室, 上海 200092
摘    要:本文提出了一种新型舌板黏滞阻尼器,通过对该黏滞阻尼器进行低周循环加载试验和抗低周疲劳性能试验,研究并验证了该阻尼器的耗能性能、抗低周疲劳性能及恢复力模型。研究结果表明:选取合适参数的舌板式黏滞阻尼器滞回曲线饱满,耗能性能与抗低周疲劳性能良好。Maxwell模型能够较好地描述该阻尼器力学行为,反映阻尼器在各种试验工况下的出力情况。该阻尼器设计与加工简单,对工程结构的耗能减震有着实际意义。

关 键 词:黏滞阻尼器  力学性能试验  恢复力模型  滞回曲线  疲劳性能

Experimental study on mechanical behavior of a new viscous damper with tongue plates
ZHU Zhengyan,DAI Kaoshan,,' target="_blank" rel="external">,SHI Yuanfeng,TANG Tianguo,WANG Wei,LI Junlin.Experimental study on mechanical behavior of a new viscous damper with tongue plates[J].World Information On Earthquake Engineering,2022,38(2):130-140.
Authors:ZHU Zhengyan  DAI Kaoshan    " target="_blank">' target="_blank" rel="external">  SHI Yuanfeng  TANG Tianguo  WANG Wei  LI Junlin
Institution:1. Department of Civil Engineering, Sichuan University, Chengdu 610065, China;2. MOE Key Laboratory of Deep Underground Science and Engineering, Sichuan University, Chengdu 610065, China;3. Failure Mechanics & Engineering Disaster Prevention and Mitigation, Key Laboratory of Sichuan Province, Chengdu, 610065, China;4. State Key Laboratory of Disaster Reduction in Civil Engineering, Shanghai 200092, China
Abstract:A new viscous damper with tongue plates(TPVD)was proposed in this paper. Low-cycle reversed loading and fatigue performance tests were conducted on the specimens to validate their energy dissipation performances. Low-cycle fatigue resistance and restoring force model were studied as well. The results show that the TPVD with appropriate damper parameters have good energy dissipation performance and low-cycle fatigue resistance. Based on the hysteresis curves,the Maxwell model was found to be able to accurately describe the behavior of the damper and reflect the output of the damper under various test conditions. The damper is simple in design and manufacture,which has practical potential for energy dissipation and vibration reduction for engineering structures.
Keywords:viscous damper  mechanical behavior test  restoring force model  hysteretic curve  fatigue behavior
点击此处可从《世界地震工程》浏览原始摘要信息
点击此处可从《世界地震工程》下载免费的PDF全文
设为首页 | 免责声明 | 关于勤云 | 加入收藏

Copyright©北京勤云科技发展有限公司  京ICP备09084417号