Active interaction control of civil structures. Part 1: SDOF systems

被引:14
|
作者
Zhang, YF [1 ]
Iwan, WD [1 ]
机构
[1] CALTECH, Dept Civil Engn, Pasadena, CA 91125 USA
来源
基金
美国国家科学基金会;
关键词
structural control; semi-active control; seismic response; time delay;
D O I
10.1002/eqe.104
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents a family of semi-active control algorithms termed as active interaction control (AIC) used for seismic response control of civil structures. AIC control algorithms include active interface damping (AID), optimal connection strategy (OCS) and tuned interaction damping (TID). A typical SDOF AIC system consists of a primary structure, an auxiliary structure and an interaction element. The auxiliary structure typically has stiffness comparable to that of the primary structure while its natural frequency is much higher than that of the primary structure. Interactions between the primary and the auxiliary structures are defined by specific AIC control logic such that vibrational energy is extracted from the primary structure into the auxiliary structure during a locking phase and dissipated in the auxiliary structure in the subsequent unlocking phase. The stability of AIC control algorithms is shown using the Lyapunov direct method. The efficacy of AIC control algorithms is demonstrated by the results of numerical simulations of SDOF systems subjected to seismic ground motions. Practical issues such as sampling period and time delay are also investigated in this study. Copyright (D 2001 John Wiley Sons, Ltd.
引用
收藏
页码:161 / 178
页数:18
相关论文
共 50 条
  • [21] Semi active control of civil structures, analytical and numerical studies
    Kerboua, M.
    Benguediab, M.
    Megnounif, A.
    Benrahou, K. H.
    Kaoulala, F.
    8TH INTERNATIONAL CONFERENCE ON MATERIAL SCIENCES, CSM8-ISM5, 2014, 55 : 301 - 306
  • [22] Sparse feedback structures for wireless control of civil systems
    Verdoljak, Reuben D.
    Linderman, Lauren E.
    SENSORS AND SMART STRUCTURES TECHNOLOGIES FOR CIVIL, MECHANICAL, AND AEROSPACE SYSTEMS 2015, 2015, 9435
  • [23] Control systems for dynamic loading protection of civil structures
    Gomez, Daniel
    Marulanda, Johannio
    Thomson, Peter
    DYNA-COLOMBIA, 2008, 75 (155): : 77 - 89
  • [24] Optimal loading conditions in the design and identification of structures.: Part 1:: discrete formulation
    Mróz, Z
    Garstecki, A
    STRUCTURAL AND MULTIDISCIPLINARY OPTIMIZATION, 2005, 29 (01) : 1 - 18
  • [25] Scaling crucial to integrated product development of composite aerospace structures. Part 1
    Ilcewicz, LB
    COMPOSITES PART A-APPLIED SCIENCE AND MANUFACTURING, 1999, 30 (03) : 385 - 393
  • [26] Optimal loading conditions in the design and identification of structures. Part 1: discrete formulation
    Z. Mróz
    A. Garstecki
    Structural and Multidisciplinary Optimization, 2005, 29 : 1 - 18
  • [27] Comparison of theories for stability of truss structures. Part 1: Computation of critical load
    Sun Huanchun
    Wang Yuefang
    Zhao Wei
    COMMUNICATIONS IN NONLINEAR SCIENCE AND NUMERICAL SIMULATION, 2009, 14 (04) : 1700 - 1710
  • [28] Special issue on 'Practical applications of active and semi-active structural control systems to actual civil engineering structures' - Introduction
    Caughey, TK
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2001, 30 (11): : 1561 - 1561
  • [29] Adaptive tuned liquid column dampers for structures. Part 1 - Laboratory tests
    Wendner, Roman
    Reiterer, Michael
    Hoffmann, Simon
    Strauss, Alfred
    Bergmeister, Konrad
    STAHLBAU, 2007, 76 (12) : 916 - 923
  • [30] Interaction between breaking-induced vortices and near-bed structures. Part 1. Experimental and theoretical investigation
    Brocchini, Maurizio
    Marini, Francesco
    Postacchini, Matteo
    Zitti, Gianluca
    Falchi, Massimo
    Xie, Zhihua
    JOURNAL OF FLUID MECHANICS, 2022, 940