期刊文献+

钢管铅芯阻尼器性能分析研究 被引量:21

Research on performance of lead-filled steel tube damper
下载PDF
导出
摘要 钢管铅芯阻尼器具有耗能性能优良、工作性能稳定、工作机理明确、构造简单合理,且布置安装方便和造价便宜的特点。本文介绍该阻尼器的构造形式、工作机理、布置形式及特点,建立有限元模型分析不同的构造参数对该阻尼器性能的影响,提出钢管铅芯阻尼器的设计建议。研究结果表明:随高宽比增大,屈服力、屈服刚度和屈服后刚度减小,屈服位移和延性增大;随厚径比增大,屈服力、屈服刚度和屈服后刚度增大,延性减小,屈服位移变化不明显;随加强厚度比增大,屈服后刚度增大,延性减小,其它性能参数变化不明显;加强长度比和挤压率的变化对钢管铅芯阻尼器各性能参数影响一般。根据各参数对钢管铅阻尼器力学性能的影响规律,给出该阻尼器各设计参数的优化取值范围。 Lead-filled steel tube damper(LFST-D) has various advantages, such as simple and reasonable construc- tion, clear working mechanism, remarkable energy-dissipation capacity, stable working performance, not complicat- ed machining and fixing and inexpensive construction cost. This paper comprehensively introduces construction, working mechanism, layout forms and characteristics of LFST-D, builds finite element model of LFST-D, and studies the influences of various construction parameters on performance indicators. The results indicate that height-width ratio, thickness-diameter ratio and strengthen-thickness ratio have great influences on performance indicators of LFST-D. The strengthen-length ratio and extrusion ratio have general influences on performance indicators of LFST- D. The optimized constructing design parameters of LFST-D are proposed on the basis of design parameters analy- sis.
出处 《地震工程与工程振动》 CSCD 北大核心 2013年第6期215-221,共7页 Earthquake Engineering and Engineering Dynamics
基金 广东省自然科学基金团队项目(8351009101000001) 广州市高校“羊城学者”首席科学家项目(10A026S) 广州市教育系统创新学术团队项目(穗教科〔2009〕11号)
关键词 钢管铅芯阻尼器 组合式 耗能减震 削弱 优化设计 lead-filled steel tube combined damper energy-dissipation weaken optimized design
  • 相关文献

参考文献12

  • 1Kelly J M, Skinner R J. Mechanisms of energy absorption in special devices for use in earthquake resistant structures [ J]. Bulletin of New Zealand Society for Earthquake Engineering, 1972, 5 (3) : 63 - 88.
  • 2Skinner R J, Kelly J M, Heine A J. Hysteresis dampers for earthquake-resistant structures [ J ]. Earthquake Engineering and Structural Dynamics, 1975, 3:287-296.
  • 3吴从晓,周云,王廷彦.金属耗能器的类型、性能及工程应用[J].工程抗震与加固改造,2006,28(1):87-94. 被引量:32
  • 4Donatella Chiarotto, Francesco Tomaselli, Paolo Baldo. Maria Gabriella Castellano And Samuele Infanti "Seismic Protection of Tuy Medio Rail Way Viaducts: Design And Shaking Table Tests of The Seismic Devices" [ R ]. The 13th World Conference on Earthquake Engineering. Vancouer. Canada. 2004.
  • 5Tyler R G. Preliminary Test on An Energy Absorbing Element for Braced Structures under Earthquake Loading[ J ]. Bulletin of the New Zealand National Society for Earthquake Engineering, 1983,16 (3).
  • 6Li Gang, Li Hongnan. Experimental study on improved mild Metallic dampers[ R]. Third China-Japan-US Symposium on Structural Health Moni- toring and Control and Fourth Chinese National Conference on structural Control, 2004.
  • 7何志明,周云,陈清祥.剪切钢板阻尼器研究与应用进展[J].地震工程与工程振动,2012,32(6):124-135. 被引量:22
  • 8周云,刘季.新型耗能(阻尼)减震器的开发与研究[J].地震工程与工程振动,1998,18(1):71-79. 被引量:62
  • 9周云,周福霖,邓雪松.铅阻尼器的研究与应用[J].世界地震工程,1999,15(1):53-61. 被引量:43
  • 10周云.新型阻尼器的试验研究与耗能减震结构的设计方法[博士后研究工作报告][R].哈尔滨:哈尔滨工业大学,2000.

二级参考文献56

共引文献139

同被引文献164

引证文献21

二级引证文献61

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