期刊文献+

克服薄膜效应的新型分阶段耗能器性能研究 被引量:2

Study on the Performance of New Phased Energy Dissipation Device Dispensed with Membrane Effect
下载PDF
导出
摘要 薄膜效应一直是钢板屈服耗能器值得注意的问题,却往往被设计者们忽视。本文首先通过理论分析、有限元软件模拟相结合的方法,论证了其对弯曲型耗能器会产生不容忽视的影响。在此基础上,又基于经典的弯曲型软钢阻尼器,提出一种新型的双X型软钢耗能器,此耗能器不仅能够克服常规弯曲型耗能器会产生的薄膜效应,还能通过采用不同材质的耗能钢板达到分阶段耗能。通过ABAQUS对该新型耗能器进行仿真模拟,对其耗能机理、力学性能、耗能性能进行分析研究。结果表明:此新型耗能器滞回曲线规则饱满,分阶段效果良好且性能稳定,有一定的实用价值和应用前景。 Membrane effect is a noticeable problem of metal dampers, but always ignored by designers. The importance of membrane effect is improved in this article by the combination of mechanical analysis and finite element method. A new type mild steel damper with double-X shape is presented based on the classic bending damper,which can not only overcome the membrane effect caused by common bending energy dissipation devices,but also achieves a phased energy dissipation mechanism by using different kinds of steel. The analysis of the energy dissipation mechanism, mechanical properties and energy dissipation ability of the new type mild steel damper under cycle-loading test is carried out by ABAQUS. The result shows that the proposed new damper owns superior dissipation performance.
出处 《工程抗震与加固改造》 北大核心 2017年第2期143-149,共7页 Earthquake Resistant Engineering and Retrofitting
基金 江苏省产学研前瞻性联合研究项目(BY2015005-14)
关键词 薄膜效应 分阶段耗能 软钢阻尼器 membrane effect phased energy dissipation metal damper
  • 相关文献

参考文献5

二级参考文献24

  • 1欧进萍,吴斌.摩擦型与软钢屈服型耗能器的性能与减振效果的试验比较[J].地震工程与工程振动,1995,15(3):73-87. 被引量:59
  • 2周云,刘季.圆环耗能器的试验研究[J].世界地震工程,1996,12(4):1-7. 被引量:30
  • 3吴斌,欧进萍.软钢屈服耗能器的疲劳性能和设计准则[J].世界地震工程,1996,12(4):8-13. 被引量:23
  • 4周云,刘季.加劲阻尼装置在建筑抗震中的应用[J].工程抗震,1997(1):34-38. 被引量:10
  • 5HOUSNER G W, BERGMAN L A, CAVGHEY T K. Structure control : past, present and future [ J ]. Journal of Engineering Mechanics, 1997, 17(3):278-284.
  • 6MARIONI A, SILVESTRI A, UBALDINI M. Development and application of innovative energy dissipation systems in the EC countries [ C ]//International Post - Smirt Conference Seminar on Seismic Isolation, Passive Energy Dissipation and Active Control of Seismic Vibration of Structures, Taormina, 1997:25 -27.
  • 7WHITTAKER A S, BERTERO V V,THOMPSON C L, et al. Seismic testing of steel plate energy dissipation devices[J]. Earthquake Spectra, 1991,7(4) : 563 -604.
  • 8TSAI K C, CHEN H W, HONG C P, et al. Design of steel triangular plate energy absorbersfor seismic -resistant construcfions[J]. Earthquake Spectra,1993, 9(3):505 -528.
  • 9苏晴茂,锺佩璋.台湾钢构造建筑技术之发展[C]//第三届结构与大地工程研讨会,台湾:[s.n.],2003:332-333.
  • 10TSAI K C, LI J W. Welded steel triangular plate device for seismic energy dissipation [ C ]//Proceedings of ATC - 17 - 1 Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, Vol. 2, San Francisso: Appied Technology Council, 1993 : 11 - 12.

共引文献99

同被引文献17

引证文献2

二级引证文献7

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