首页> 外文学位 >Wavelet-based adaptive control of structures under seismic and wind loads.
【24h】

Wavelet-based adaptive control of structures under seismic and wind loads.

机译:在地震和风荷载下基于小波的结构自适应控制。

获取原文
获取原文并翻译 | 示例

摘要

A new control algorithm, wavelet-hybrid feedback LMS algorithm, is developed to overcome the shortcomings of the classical feedback control algorithms and the filtered-x LMS control algorithm. It integrates a feedback control algorithm such as the LQR or LQG algorithm with the filtered-x LMS algorithm and utilizes a wavelet multi-resolution analysis for the low-pass filtering of external dynamic excitations. Since the control forces determined by the filtered-x LMS algorithm are adapted by updating the FIR filter coefficients at each sampling time until the output error is minimized, the new control algorithm is effective in control of both steady-state and transient vibrations. It is shown that the algorithm is capable of suppressing vibrations over a range of input excitation frequencies unlike the classic feedback control algorithms whose control effectiveness decreases considerably when the frequency of the external disturbance differs from the fundamental frequency of the system. Further, results demonstrate that the wavelet transform can be effectively used as a low-pass filter for control of civil structures without any significant additional computational burden.; A new hybrid control system, hybrid damper-TLCD system, is developed through judicious integration of a passive supplementary viscous fluid damping system with a semi-active TLCD system, and its performance is evaluated for control of responses of 3D irregular buildings under various seismic excitations and for control of wind-induced motion of high-rise buildings. The new hybrid control system utilizes the advantages of both passive and semi-active control systems along with improving the overall performance and eliminating the need for a large power requirement, unlike other proposed hybrid control systems where active and passive systems are combined. Simulation results show that the new hybrid control system is effective in reducing the response of structures significantly under seismic excitations as well as wind loads. It is also demonstrated that the hybrid control system provides increased reliability and maximum operability during normal operations as well as a power or computer failure.
机译:克服了传统反馈控制算法和filtered-x LMS控制算法的缺点,提出了一种新的控制算法,即小波混合反馈LMS算法。它集成了诸如LQR或LQG算法之类的反馈控制算法与Filtered-x LMS算法,并利用小波多分辨率分析对外部动态激励进行低通滤波。由于由filtered-x LMS算法确定的控制力通过在每个采​​样时间更新FIR滤波器系数来适应,直到输出误差最小为止,因此新的控制算法可有效控制稳态振动和瞬态振动。结果表明,该算法能够抑制输入激励频率范围内的振动,这与经典的反馈控制算法不同,经典的反馈控制算法在外部干扰的频率与系统的基本频率不同时,其控制效果会大大降低。此外,结果表明,小波变换可以有效地用作控制土木结构的低通滤波器,而没有任何明显的额外计算负担。通过明智地将被动辅助粘性流体阻尼系统与半主动TLCD系统集成,开发了一种新的混合控制系统,即混合阻尼器-TLCD系统,并评估了其性能以控制3D不规则建筑物在各种地震激励下的响应用于控制高层建筑的风向运动。新的混合控制系统利用了被动和半主动控制系统的优点,同时提高了整体性能并消除了对大功率需求的需求,这与其他提出的将主动和被动系统组合在一起的混合控制系统不同。仿真结果表明,新的混合控制系统可以有效地降低结构在地震激励和风荷载下的响应。还证明了混合控制系统在正常操作以及电源或计算机故障期间提供了更高的可靠性和最大的可操作性。

著录项

  • 作者

    Kim, Hongjin.;

  • 作者单位

    The Ohio State University.;

  • 授予单位 The Ohio State University.;
  • 学科 Engineering Civil.
  • 学位 Ph.D.
  • 年度 2002
  • 页码 p.854
  • 总页数 318
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号