大跨空间网架结构铅挤压阻尼器减振控制分析
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
为了研究铅挤压阻尼器减振系统对大跨空间网架结构的减振控制效果,对铅挤压阻尼器的滞回耗能特性进行了试验研究与分析,结果说明铅挤压阻尼器性能稳定,是一种优秀的耗能减振装置。使用有限元软件LS-DYNA建立大跨空间网架结构的计算模型,分别对铅挤压阻尼器在网架结构中不同布置位置下的各种工况进行了减震效果对比分析,得到了铅挤压阻尼器在大跨空间网架中布置的合理位置。同时在铅挤压阻尼器合理布置位置的条件下,研究了铅挤压阻尼器减振系统对大跨空间网架倒塌极限荷载的影响。结果表明:铅挤压阻尼器减振系统能够有效降低大跨空间网架结构的地震响应;而且在合理布置阻尼器的情况下,减振系统更能够提升大跨空间网架结构的倒塌临界荷载。
In order to study vibration control effect of long-span space lattice structure with lead extrusion dampers vibration reducing system,hysteretic energy dissipation characteristics for lead extrusion damper are studied.The results show that lead extrusion damper is an excellent energy dissipation device in which energy dissipation is stable.Based on the finite element software LS-DYNA,long-span space lattice structure model is established,and then,the influences of three different arranging positions of lead extrusion dampers on the effectiveness of the vibration control are investigated,and relatively reasonable position is obtained.Finally,the influences on collapsed critical loads of long-span space lattice structure are also studied under the conditions that lead extrusion dampers are positioned reasonably.It is proved by numerical results that the vibration reducing system of lead extrusion damper is excellent for large-span space lattice structure,and the collapse critical loads of long-span space lattice structure also can be effectively improved by a reasonable arrangement of lead extrusion dampers。
引文
[1]沈世钊.大跨空间结构理论研究和工程实践[J].中国工程科学,2001,3(3):34-41.
    [2]薛素铎,凌和海.粘弹性阻尼器在网架结构减震控制中的优化设置[J].建筑结构学报,2007,28(4):51-57.
    [3]李忠献,林伟,丁阳.多维地震激励下空间结构MR阻尼器半主动控制[J].天津大学学报,2007,40(5):512-518.
    [4]张微敬,钱稼茹,沈顺高,等.北京A380机库采用粘滞阻尼器的减振控制分析[J].建筑结构学报,2009,30(2):1-7.
    [5]ROBINSON W H,GREENBANK L R.An extrusion energy absorber suitable for the protection of structures during an earth-quake[J].Earthquake Engineering and Structural Dynamics,1976,4(3):251-259.
    [6]杨军,李黎,叶昆.铅挤压阻尼器的研究[J].华中科技大学学报:自然科学版,2006,34(6):115-117.
    [7]ASGARIAN BEHROUZ,SADRINEZHAD AREZOO.Seismic performance evaluation of steel moment resisting framesthrough incremental dynamic analysis[J].Journal of Constructional Steel Research,2010,66(2):178-190.
    [8]ZARFAM,PANAM,MOFID MASSOOD.Evaluation of modal incremental dynamic analysis,using input energy intensityand modified bilinear curve[J].Structural Design of Tall and Special Buildings,2009,18(5):573-586.
    [9]BEL N HADJ ALI,SMITH I F C.Dynamic behavior and vibration control of a tensegrity structure[J].International Journalof Solids and Structures,2010,47(9):1285-1296.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心