期刊文献+

含形状记忆合金自复位阻尼器隔震结构的地震反应分析 被引量:10

Earthquake response analysis of isolated structure with shape memory alloy re-centering dampers
原文传递
导出
摘要 为了使隔震结构体系能够同时获得良好的隔震特性及震后自复位能力,本文利用形状记忆合金(SMA)材料在相变伪弹性阶段具有较好阻尼性能这一特点,采用SMA自复位阻尼器与常规叠层橡胶垫组合成自复位隔震装置。根据SMA材料相变伪弹性的本构模型,对SMA自复位阻尼器在反复循环荷载下的力学行为进行了数值模拟,得到了相应的滞回耗能曲线。提出了一种针对SMA自复位阻尼器的分段线性化恢复力模型,并依据剪切型层模型理论,编制了设有SMA自复位阻尼器隔震结构在地震作用下的弹塑性时程分析程序,对设有这种新型隔震装置工程结构进行地震反应分析。分析结果表明,这种隔震装置不仅可以大大减轻地震对上部结构的影响,而且还具有很好的震后复位能力,因此具有较好的工程应用前景。 In this paper a new isolation system, which combines shape memory alloy (SMA) damper and laminated rubber beating, is proposed to obtain preferable isolation characteristics and re-centering capacity. According to the constitution model of SMA at pseudo-elasticity state, the program is compiled to illustrate the feasibility and effectiveness of the proposed system, and to simulate the mechanical behavior of damper and obtain the hysteretic curve. Based on those mentioned above, a linear restoring model for SMA re-centring damper is put forward. In addition , the program based on the theory of story model for shear tape is compiled to conduct elastic-plastic time history analysis of practical structure examples. The results reveal that the seismic response of the structure is significantly reduced, and the full re-centring capacity after earthquake is obtained by this isolation system.
出处 《建筑结构学报》 EI CAS CSCD 北大核心 2006年第5期110-117,共8页 Journal of Building Structures
基金 国家自然科学基金项目(59878044) 中国博士后科学基金项目(2005037240) 高等学校博士学科点专项科研基金项目(20050703004) 广东省地震工程重点实验室开放基金项目(kzg-008)资助
关键词 形状记忆合金 自复位阻尼器 叠层橡胶垫 隔震 弹塑性时程分析 SMA re-centring damper laminated rubber beating base isolation elastic-plastic time history analysis
  • 相关文献

参考文献8

  • 1周福霖.工程结构减振控制[M].北京:地震出版社,1997..
  • 2Peter W C.Experimental and analytical studies of shape memory alloy dampers for structure control[A].Proceedings of SPIE[C].San Diego,CA,USA,1995,2445:241-251.
  • 3Mauro D,Donatello C.Implementation and testing of passive control device based on shape memory alloy[J].Earthquake Engineering and Structural Dynarnics,2000,29(2):945-968.
  • 4L C Brinson.One-dimensional constitutive behavior of shape memory alloy:thermo mechanical derivation with non-constant material functions and redefined maretnsite internal variable[J].Journal of Intelligent Material Systems and Structures,1993,4(2):229-242.
  • 5彭刚,李黎,唐家祥.形状记忆合金耗能阻尼器设计的理论方法[J].工业建筑,2002,32(8):47-49. 被引量:7
  • 6王社良,苏三庆.形状记忆合金的超弹性恢复力模型及其结构抗震控制[J].工业建筑,1999,29(3):49-52. 被引量:35
  • 7江世哲,王社良,李启明.SMA被动隔震装置及其阻尼性能研究[J].西安建筑科技大学学报(自然科学版),2003,35(4):317-320. 被引量:8
  • 8GB50011-2001.建筑抗震设计规范[S].[S].,..

二级参考文献4

共引文献2277

同被引文献91

引证文献10

二级引证文献48

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