期刊文献+

不同耗能器安装方式下的结构振动控制效果分析 被引量:7

Investigation About Vibration Control Effect Under Different Manner of Fixing Damper in Structure
下载PDF
导出
摘要 在斜支撑和V形支撑的基础上,提出了安装阻尼器的三种新型附加联动机构支撑形式;并对这三种支撑形式下的阻尼器行程和控制力的计算进行了分析,采用放大系数的形式使计算公式得以简化;以SMA耗能阻尼器为对象,利用笔者编写的计算机程序,对包括斜支撑和V形支撑在内的五种阻尼器安装方式进行了仿真计算。结果表明(1)不同安装方式的振动控制效果各不相同,上肢联动机构的放大作用最大;(2)SMA耗能阻尼器的控制效果受SMA丝材长度的影响较大;(3)对不同的结构和不同的阻尼器应选择不同的阻尼器安装方式,才能使整体控制效果达到最佳。 On the basis of the diagonal and chevron brace configurations, three new types of affixation linkage framework to fix damper were presented. The calculation method of the trip and control force of damper for three types to fix damper were investigated, and those equations were predigested by using a coefficient. With SMA damper, five fixing fashions including the diagonal and chevron brace configuration were calculated by computer program. The calculation results indicate: (1) the control effect of vibration is unlike for different type of fixing damper, the magnifying effect of upper affixation linkage framework is maximal; (2) the length of SMA thread remarkably influence the control effect of SMA damper;(3) the best control effect is attained only when the different fix fashion of the damper should be chosen for different structure and different damper.
作者 彭刚
出处 《力学季刊》 CSCD 北大核心 2004年第4期564-572,共9页 Chinese Quarterly of Mechanics
关键词 耗能器 安装方式 振动控制 damper fixing manner vibration control
  • 相关文献

参考文献9

  • 1彭刚,张金穗,赵家成.形状记忆合金耗能阻尼器的阻尼特性理论分析[J].三峡大学学报(自然科学版),2002,24(4):293-296. 被引量:3
  • 2Shahin A R, Meckl P H, Jones J D. Modeling of SMA tendons for active control of structures[J]. Journal of Intelligent Material Systems and Structures,1997, 8(1):51-70.
  • 3王社良,苏三庆,沈亚鹏.形状记忆合金拉索被动控制结构地震响应分析[J].土木工程学报,2000,33(1):56-62. 被引量:45
  • 4Peter W C. Experimental and analytical studies of shape memory alloy dampers for structure control[J]. SPIE, 1995, 2445,241-251.
  • 5Dolce M, Cardone D, Marnetto R. Implementation and testing of passive control devices based on shape memory alloys[J]. Earthquake Engng Struct Dyn, 2000,29:945-968.
  • 6彭刚,张国栋.形状记忆合金受弯杆横截面上的应力分布[J].三峡大学学报(自然科学版),2002,24(6):486-489. 被引量:2
  • 7Liang C, Jia J, Rogers C A. Behavior of shape memory alloy reinforced composite platers part Ⅱ :results[C]. Proceedings of the 30th Structures, Structural Dymanics and Materials Conference, AIAA-89-1331-CP, 1989, 1504-1513.
  • 8Rogers C A, Barker D K. Experimental studies of active strain energy tuning of adaptive composites[C]. Proceedings of the 31St Structures, Structural Dynamics and Materials Conference, AIAA-90-1086-CP, 1990, 2234-2241.
  • 9Rogers C A. Active vibration and structural acoustic control of shape memory alloy hybrid composites., experimental results[J]. Journal of the Acoustical Society of America, 1990, 88(6) :2803-2811.

二级参考文献12

  • 1[1]Robert C K. Structural damping with shape-memory alloy: one class device[C]. SPIE, 1995, 2445:225 ~240.
  • 2[2]Peter W C. Experimental and analytical studies of shape memory alloy dampers for structure control[C]. SPIE, 1995, 2445:241~251.
  • 3[3]Mauro Dolce, Donatello Cardone, Roberto Marnetto. Implementation and testing of passive control devices based on shape memory alloys[C]. Earthquake EngngStruct. Dyn. ,2000,29: 945 ~968.
  • 4[4]Tanaka K, Iwasaki R. A phenomenological theory of transformation superplasticity[J ]. Engineering Fracture Mechanics,1985,21, (4) :709~720.
  • 5[5]Liang C. The constitutive modeling of shape memory al loys[D]. Ph. D. Dissertation, Virginia Polytechnic Institute and State University, 1990.
  • 6[6]Brinson L C. One-dimensional constitutive behaviour of SMA: themomechanical derivation with non- con stant material functions [J]. Intelligent Material Systems and Structures, 1993, 4(2):229~242.
  • 7徐立良,FORTRAN 常用算法程序集,1996年
  • 8严金良,硕士学位论文,1996年
  • 9匡震邦,非线性连续介质力学基础,1989年
  • 10王社良,沈亚鹏.形状记忆合金的力学特性及其工程应用[J].工业建筑,1998,28(3):31-35. 被引量:14

共引文献44

同被引文献38

引证文献7

二级引证文献32

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