粘滞阻尼器在小行程条件下的力学性能试验研究
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
对粘滞阻尼器在小位移条件下的力学行为进行了试验研究,研究表明,阻尼器在小行程条件下其阻尼力小于理论模型给出的计算结果,建议在实际工程应用中考虑阻尼器在小行程条件下的力学特性以及影响因素,以确保真正实现阻尼器在小行程条件下也能发挥有效的减震消能作用,提高结构的抗震能力。
The main point of this paper is an experimental mechanic research on viscous damper under the condition of minor stroke.The result reveals the difference between experiment and calculation by formula of mathematical model is significant.The behavior of insufficient stiffness of Maxwell model is another considerable point during the situation of minor to medium intensity earthquake.By the results of this study,the behavior of a damper under the minor displacement of a real structure must be considered for ensuring the effect of reducing seismic activity by utilize the damper as a supplemental energy dissipation devices.
引文
[1]肖小松.体育馆、舞厅及人行桥的振动加固[J].结构工程师,1992(4):21-29.
    [2]王志强,胡世德,范立础.东海大乔黏滞阻尼器参数研究[J].中国公路学报,2005,18(3):7-42.
    [3]周海俊,孙利民.油阻尼器的数值仿真及试验研究[J].上海公路,2003(S1).
    [4]叶正强.工程结构减振粘滞流体阻尼器的动态力学性能试验研究[D].南京:东南大学,2000.
    [5]Makris N,Constantinou M C.Viscous dampers:testing,modeling,application in vibration andBuffalo:State University of New York NCEER report-90-0028,1990.
    [6]Ou J P,Wu Bo,Soong T T,Recent advances inresearch on application of passive energy[J].Dissipation and Active Control,1996,16(3):72-96.

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