拟粘滞摩擦耗能器的性能试验与分析
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
在分析粘滞耗能器的优缺点和Pall摩擦耗能器构造特点的基础上,提出了拟粘滞摩擦耗能器;进行了拟粘滞摩擦耗能器的滞回特性试验和疲劳性能试验,试验结果表明,拟粘滞摩擦耗能器基本实现了粘滞耗能器的主要力学特征;在试验结果的基础上建立了拟粘滞摩擦耗能器的恢复力模型。
Based on analyzing the superiorities and shortcomings of viscous energy dissipators (EDORs) and Pall friciton EDORs, a pseudo - viscous frictional energy dissipator (PVEDOR) is developed. Behavior testing of PVEDOR shows that PVEDORs possess the main hysteretic feature of viscous EDORs. The analytical hysteretic model of PVEDOR is set up, and it basically agrees with the behavior testing results.
引文
[1] Ou Jinping(欧进萍),Wu Bo(吴波)and Soong T T. Recent advances in research on application of passive energy dissipation systems.地震工程与工程振动, 1996, 16(3) :72~96
    [2] Constantinou M C. Symans M D. Tsopelas P, Taylor D P. Fluid viscous dampers in applications of seismic energy dissipation and seismic isolation, ATC-17-1 on seismic isolation, passive energy dissipation and active control. 1993, 2: 581~591.
    [3] Arima F. Miyazaki M M, Tanaka H. Yamazaki Y. A Study on buildings with large damping using viscous damping walls. Proc., 9WCEE, Tokyo/Kyoto, Japan, 1988.
    [4] 何广乾,陈祥福,徐至钧.高层建筑设计与施工.北京:科学出版社,1992.
    [5] 吴斌,欧进萍.Pail摩擦耗能器的设计方法.哈尔滨建筑大学学报,1997, 30(4) :9~14
    [6] Filiatrault A. Cherry. S. Performance evaluation of friction damped braced steel frames under simulated earthquake loads. Earthquake Spectra, 1987, 3(1) :57~78.
    [7] 高钢编制组.建设部部颁标准,高层建筑钢结构设计与施工规程(报批稿),1992
    [8] 成大先.机械设计手册(第2卷).北京:化学工业出版社,1993

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