期刊文献+

剪切钢板阻尼器的理论与试验研究进展

Theory of shearing steel-plate damper and the experimental research progress
下载PDF
导出
摘要 首先简要说明了结构耗能减震技术的概念,介绍了剪切钢板阻尼器的构造,制作材料,工作机制以及常用动力学模型,之后对剪切钢板阻尼器性能的影响因素进行了探讨,最后总结了目前的研究结果以及发展方向,为进一步研究剪切钢板阻尼器打下基础。 The article briefly introduces the identification of structural energy dissipation and vibration reduction technology,describes the shearing steel-plate damper structure,manufacturing materials,working mechanism and common dynamic models,and then explores factors influencing the performance of shearing steel-plate damper,and finally summarizes current research achievements and development direction,which has laid a foundation for further studying shearing steel-plate damper.
作者 张思奇
出处 《山西建筑》 2012年第25期50-52,共3页 Shanxi Architecture
关键词 耗能减震 剪切型阻尼器 动力学模型 性能参数 energy dissipation and vibration reduction shearing damper dynamic model performance parameter
  • 相关文献

参考文献7

  • 1高杰,薛彦涛,王磊,翟彬.JY-SS-Ⅰ型金属软钢阻尼器试验研究[J].土木工程与管理学报,2011,28(3):336-338. 被引量:12
  • 2Kiyoshi TANAKA, Yasuhito SASAKI. Hysteretic performance of shear panel dampers of ultra low yield strength steel for seismic response control of buildings. 12WCEE,2000.
  • 3Ricky W.K. Chan, Faris Albermani, Martin S. Williams. E- valuation of yielding shear panel device for passive energy dissi- pation [ J ]. Journal of Constructional Steel Research, 2009,65 (2) :260-268.
  • 4陈之毅,葛汉彬,宇佐美勉,袁勇.剪切板阻尼器的滞回性能参数研究[J].土木工程学报,2008,41(11):13-17. 被引量:36
  • 5Chusilp P, Usami T, Ge H B, et al. Cyclic shear behavior of steel box griders experiment and analysisi [ J ]. Earthquake En-gineering & Structural Dynamics ,2002,31 ( 11 ) : 1993-2014.
  • 6Zhang C. Development of high deformation capacity low yield strength steel shear panel damper. Journal of Constructional Steel Research,2012, doi : 10. 1016/j. jcsr. 2012 ( 3 ) : 14.
  • 7Md. Raquibul Hossain, Mahmud Ashraf, Faris Albermani. Nu- merical modeling of yielding shear panel device for passive en- ergy dissipation [ J ]. Thin-Walled Structures, 2011,49 ( 8 ) : 1032-1044.

二级参考文献12

  • 1谢强,赵亮.屈曲约束支撑的研究进展及其在结构抗震加固中的应用[J].地震工程与工程振动,2006,26(3):100-103. 被引量:37
  • 2JSSC.履歴型ダンパ一付骨組の地震応答性狀と耐震設計法[M].东京:日本钢结构协会,1998.
  • 3Nakashima M,Iwai S,Iwata M, et al.Energy dissipation behavior of shear panels made of low yield steel [J]. Earthquake Eng. Struct. Dyn., 1994,23(12) : 1299-1313.
  • 4Tanaka K,Sasaki Y. Hysteretic performance of shear panel dampers of ultra low-yield-strength steel for seismic response control of buildings [C/CD]// 12WCEE,Aucklan,New Zealand, 2000.
  • 5Lubell A S,Prion H G L,Ventura C E,et al. Unstiffened steel plate shear wall performance under cyclic loading[J]. J. Struct. Eng.,ASCE,2000,126(4): 453-460.
  • 6Shen C, Mamaghani I H P, Mizuno E, et al. Cyclic behavior of structural steels. II: Theory [J]. J. Eng. Mech.,ASCE, 1995,121(11): 1165-1172.
  • 7Mamaghani I H P, Shen C, Mizuno E, et al. Cyclic behavior of structural steels. I: Experiments [J]. J. Eng. Mech., ASCE,1995,121(11): 1158-1164.
  • 8Chusilp P,Usami T,Ge H B,et al. Cyclic shear behavior of steel box girders: experiment and analysis [J]. Earthquake Eng. Struct. Dyn., 2002,31 ( 11 ) : 1993-2014.
  • 9Chusilp P, Usami T. New elastic stability formulas for multiple-stiffened shear panels [ J]. J. Struct. Eng.,ASCE, 2002,128(6) : 833-836.
  • 10Usami T, Ge H B. Strength prediction of thin-walled plate assemblies[J]. J. Struct. Eng., JSCE, 1996, 42A: 171-178.

共引文献45

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部