长孔螺栓板式摩擦耗能器滞回性能试验研究

英文篇名：Experimental research on hysteretic behavior of slotted-bolted-plate friction damper device
中文刊名：福州大学学报(自然科学版)
英文刊名：Journal of Fuzhou University(Natural Science Edition)
作者：郭子雄 ; 张鹏 ; 黄群贤 ; 陈庆猛 ; 庄景峰
英文作者：GUO Zi-xiong1 ; ZHANG Peng1 ; HUANG Qun-xian1 ; CHEN Qing-meng2 ; ZHUANG Jing-feng2(1.College of Civil Engineering ; Huaqiao University ; Quanzhou ; Fujian 362021 ; China ; 2.Xiamen Tefang Construction Engineering Group Co LTD ; Xiamen ; Fujian 361000 ; China)
中文关键词：耗能减振 ; 摩擦耗能器 ; 滞回性能 ; 滑动荷载 ; 恢复力模型
英文关键词：energy dissipation ; friction damper device ; hysteretic behavior ; slip force ; restoring force model
出版日期：2013-08-28
机构：华侨大学土木工程学院;厦门特房建设工程集团有限公司;
年：2013
期：04
出版单位：福州大学学报(自然科学版)

摘要

设计一种长孔螺栓板式摩擦耗能器,通过低周往复荷载试验重点研究了螺栓预紧力、滑动位移幅值和摩擦片等因素对摩擦耗能器滞回性能的影响.试验结果表明:长孔螺栓板式摩擦耗能器滞回曲线接近理想矩形,耗能器在多次循环荷载作用下耗能能力强,工作性能稳定;随预紧力吨位的增加,耗能器滑动界面抵抗机理由摩擦型向摩擦-咬合型转变,咬合作用提高了耗能器的滑动荷载;长孔螺栓板式耗能器最大稳定滑动摩擦力达178.66 kN,能较好的满足新建工程和加固工程的需要.在试验研究基础上,建立了长孔螺栓板式摩擦耗能器的恢复力模型,模型与试验结果吻合良好,具有较强的适用性.
A new type of slotted-bolted-plate friction damper device(SBPFDD) was designed and tested under cyclic loading.The hysteretic behavior of the SBPFDD was studied considering variation of main parameters,such as the clamping forces,the slip displacements and the friction plates.It is shown by test results that:(1) the shape of hysteresis curves of the SBPFDD is rectangle-like.The SBPFDD dissipoted energy by friction and the working behavior was stable.(2) When the clamping force was increased,the slip mechanism of SBPFDD changed from friction type to friction-interlock type.(3) The stable ultimate slip force was 178.66 kN,which can easily meet the structures demands.Based on the test results,restoring force model of the SBPFDD is proposed.The calculated results are in good agreement with the test ones.

引文

[1]Kyung W M,Ji Y S,Jinkoo K.Sample design procedure of a friction damper for reducing seismic responses of a single-storystructure[J].Engineering Structures,2010,32(11):3 539-3 547.
    [2]Pall A S,Marsh C.Seismic response of friction damped braced frames[J].Journal of Structural Division,1982,108(6):1 303-1 313.
    [3]Filiatrault A,Cherry S.Performance evaluation of friction damped braced steel frames under simulated earthquake loads[J].Earthquake Spectra,1987,3(1):43-55.
    [4]Mualla I H.Experimental evaluation of new friction damper device[C]//12th World Conference on Earthquake Engineering,Auckland.2000:314-316.
    [5]周云,邓雪松,刘季.钢屈服-摩擦复合耗能器的性能研究[J].地震工程与工程振动,1999,19(1):127-131.
    [6]Grigorian C E,Popov E P.Slotted bolted connection energy dissipaters[J].Earthquake Spectra,1993,9(3):491-504.
    [7]Grigorian C E,Popov E P.Slotted bolted connections for energy dissipators[D].Berkeley:College of Engineering University ofCalifornia,1992.
    [8]潘秀珍,郝际平,王德法,等.单斜杆耗能器偏心支撑结构的抗震性能研究[J].工程力学,2010,6(27):57-64.
    [9]翁大根,张瑞甫,张世明,等.基于性能和需求的消能减震设计方法在震后框架结构加固中的应用[J].建筑结构学报,2009(S2):66-75.
    [10]Soong T T,Dargush G F.Passive energy dissipation system in structural engineering[M].New York:John Wiley and Sons,1997.