期刊文献+

土木工程结构鲁棒控制的发展 被引量:5

Development of robust control strategies for civil engineering structures
下载PDF
导出
摘要 评述了结构控制的发展,指出发展结构鲁棒控制策略的重要性。重点评述了结构双重调谐质量阻尼器(DTMD)和多重双重调谐质量阻尼器(MDTMD)的控制策略,提出了需进一步发展主动双重调谐质量阻尼器(ADTMD)和主动多重双重调谐质量阻尼器(AMDTMD)控制策略。此外,评述了结构鲁棒控制的设计准则与高层建筑和大跨桥梁在风与地震作用下的统一自适应主动鲁棒控制策略。 A survey is rendered in this paper on the structural control. It is pointed out that developing the robust control strategies is of great importance to suppressing the vibration of structures under wind and earthquake. The review is addressed on the control strategies-dual tuned mass dampers (DTMD) and multiple dual tuned mass dampers (MDTMD). The active dual tuned mass dampers (ADTMD) and active multiple dual tuned mass dampers (AMDTMD) are proposed for the robust control of structures. Additionally, a robust control design criterion is reviewed for gaining the robust control system. The unified adaptive robust control is considered to be capable of reducing the responses of tall buildings and long-span bridges under wind and earthquake.
出处 《地震工程与工程振动》 CSCD 北大核心 2004年第6期131-135,共5页 Earthquake Engineering and Engineering Dynamics
关键词 鲁棒控制 双重调谐质量阻尼器(DTMD) 多重双重调谐质量阻尼器(MDTMD) 主动双重调谐质量阻尼器(ADTMD) 主动多重双重调谐质量阻尼器(AMDTMD) 自适应控制 robust control dual tuned mass dampers (DTMD) multiple dual tuned mass dampers (MDTMD) active dual tuned mass dampers (ADTMD) active multiple dual tuned mass dampers (AMDTMD) adaptive control
  • 相关文献

参考文献7

  • 1Li Chunxiang, Liu Yanxia. Ground motion dominant frequency effect on design of multiple tuned mass dampers[J]. Journal of Earthquake Engineering, 2004, 8 (1): 89-105.
  • 2Li Chunxiang, Liu Yanxia. Optimum multiple tuned mass dampers for structures under ground acceleration based on the uniform distribution of system parameters[J]. Earthquake Engineering and Structural Dynamics, 2003, 32: 671~690.
  • 3Li Chunxiang, Liu Yanxia. Further characteristics for multiple tuned mass dampers[J]. ASCE Journal of Structural Engineering, 2002, 128 (10): 1362-1365.
  • 4Li Chunxiang. Optimum multiple tuned mass dampers for structures under the ground acceleration based on DDMF and ADMF[J]. Earthquake Engineering and Structural Dynamics, 2002, 31(4): 897-919.
  • 5Li Chunxiang. Performance of multiple tuned mass dampers for attenuating undesirable oscillations of structures under the ground acceleration[J]. Earthquake Engineering and Structural Dynamics, 2000, 29(9): 1405~1421.
  • 6李春祥,周岱.CONSTRUCTION OF POLYNOMIAL MATRIX USING BLOCK COEFFICIENT MATRIX REPRESENTATION AUTO-REGRESSIVE MOVING AVERAGE MODEL FOR ACTIVELY CONTROLLED STRUCTURES[J].Acta Mechanica Sinica,2004,20(6):661-667. 被引量:1
  • 7SG Wang, PN Roschke, HY Yeh. Robust control for structural systems with unstructured uncertainties[J]. Journal of Engineering Mechanics, ASCE2004, 130(3): 337-346.

二级参考文献23

  • 1Clarke DW. Introduction to self tuning controller. In:Nichelson H, Swanick BH, eds. IEEE, Control Engineering Series 15, Self Tuning and Adaptive Control: Theory and Applications, London: Peter Pereginus,1981
  • 2Clarke DW. Self tuning control of non-minimum phase systems. Automatica, 1984, 20:501-517
  • 3Athans M. The role and the use of the stochastic linear-quadratic-Gaussian problem in control system design. IEEE Trans Automat Contr, 1971, AC-16:529-552
  • 4Yong LP, Mickleborough NC. Model identification of vibrating structures using ARMA model. J Eng Mech,1989, 115(10): 2232-2250
  • 5Safak E. Adaptive modelling, identification, and control of dynamics systems. I: Theory. J Eng Mech,1989, 115(11): 2386-2405
  • 6Loh CH, Lin HM. Application of off-line and on-line identification techniques to buildings seismic response data. Earthquake Eng Struct Dyn, 1996, 25:269-290
  • 7Spanos PD, Zeldin BA. Efficient iterative ARMA approximation of multivariate random processes for structural dynamics applications. Earthquake Eng Struct Dyn, 1996, 25:497-507
  • 8Enrique LJ. A simple model for structural control including soil-structure interaction effects. Earthquake Eng Struct Dyn, 1998, 27:225-242
  • 9Hoshiya M, Saito Y. Prediction control of SDOF system. J Eng Mech, 1995, 121(10): 1049-1055
  • 10Yamada K, Kobori T. Control algorithm for estimating future responses of active variable stiffnesss tructure. Earthquake Eng Struct Dyn, 1995, 24:1085-1099

同被引文献37

引证文献5

二级引证文献23

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部