%0 Journal Article
%T Structural pendulum vibration control methods based on tuned-rotary-inertia-damper (I): parametric impact analysis and bench-scale model tests<br>基于调谐转动惯量阻尼器的结构摆振控制方法(I): 参数影响分析与小型比例模型试验
%A ZHANG Chun-wei
%A XU Huai-bing
%A LI Lu-yu
%A OU Jin-ping
%A <br>张春巍
%A 徐怀兵
%A 李芦钰
%A 欧进萍
%J 控制理论与应用
%D 2010
%I 
%X Because the commonly-used tuned-mass-damper(TMD) is ineffective in controlling the pendulum vibration of a suspended structure, we explore, by numerical analysis and practical experiments, the swing-motion control of such structures by using an innovative tuned-rotary-inertia-damper(TRID). First, by the non-linear differential equations and the simplified analytical model, we determine the interaction effects between the TRID system and the suspended structure. These effects are studied through Simulink and ADAMS dynamical codes, and the results are summarized and systematically analyzed. Optimal key-parameters of the TRID, such as the inertia ratio, the tuning ratio and the damping ratio, etc., are determined for controlling the swing-motion of structures. The effectiveness and feasibility of TRID control system are further validated by the bench-scale-shaking-table-tests.
%K suspended structure
%K pendulum vibration control
%K tuned-rotary-inertia-damper
%K parametric optimization
%K model test<br>悬吊结构
%K 摆振控制
%K 调谐转动惯量阻尼器
%K 参数优化
%K 模型试验
%U http://www.alljournals.cn/get_abstract_url.aspx?pcid=5B3AB970F71A803DEACDC0559115BFCF0A068CD97DD29835&cid=8240383F08CE46C8B05036380D75B607&jid=970898A57DFC021F93AB51667BAED7F7&aid=1EA16C75ADC2D5D1286809AF4566C3F7&yid=140ECF96957D60B2&vid=DB817633AA4F79B9&iid=9CF7A0430CBB2DFD&sid=545EC3172B3789BC&eid=73810A8E3A4195A6&journal_id=1000-8152&journal_name=控制理论与应用&referenced_num=0&reference_num=12