结构振动控制发展概况综述
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摘要
文中对结构振动控制进行了综述,包括主动控制、半主动控制、被动控制和混合控制。
This paper summarizes the development of structural vibration control methods, which includes ac- tive, semi-active, passive and hybrid control.
引文
1 Yao, J. T. P.," Concept of Structure Control"[J]. Journal of theStructure Division, ASECE, Vol. 98, No. ST7, 1972: 1567-1574.
    2 王光远.高耸结构风振控制[C].高耸结构学术交流会, 1980.
    3 Song, T. T.," Active Structural Conrtrol: Theorry and practice[C]. Longman Scientific & Technical, John Wiley & Sons,inc., NewYork, 1990.
    4 Kobori T Kamagata S., "Self-Blanceing Adaptive Control forActive Adjustable Stiffness System"[J] .Journal of Struct. Con-str. Engng, AU, No. 420, 1991.
    5 李立.隔震与减振技术[A],中国工程抗震研究四十年[C]北京:地震出版社,1989.
    6 刘文光,周福霖,等.大直径夹层橡胶隔震装置力学性能 实验研究[J].世界地震工程,1999(1):62-68.
    7 欧进萍,王永富.设置TMD、TLD控制系统的高层建筑风 振分析与设计方法[J].地震工程与工程振动,1994(2): 61~75.
    8 张敏政,丁世文,郭迅.利用水箱减振的结构控制研究[J].地震工程与工程振动,1993(1):40~48.
    9 Aiken, I. D., Nims, D. K., Whittaker, A. S. and Kelly, J. M.Testing of Passive Energry Dissipation Systems[J]. EarthquakeSpectra. 1993,9(3):335~370.
    10 Perry,C .L.,Fierro,E. A.,Sedarat,H. and Scholl,R. E .Seis-mic Upgrade in San Francico Using Energy Dissipation Devices[J]. Earthquuake Spectra. 1993, 9(3): 559~579.
    11 欧进萍,吴斌.摩擦型和软钢屈服型耗能器的性能与减 振效果的试验比较[J].地震工程与工程振动,1995,15(3):73-87.
    12 Pall, A. S. and Marsh, C. Response of Friction Damped BracedFrames[J]. Journal of the Structural Division, ASCE, Vol. 108,No. ST6,. 1982, 2325 ~ 2336.
    13 Arima, F., Miyazaki, M., Tanaka, H. and Yamazaki, Y. AStudy on Buildings With Large Damping Using Vicous Damp-ing Walls"[C]. Proc.,9WCEE, Tokyo/Kyoto, Japan, 1988.
    14 Miyazaki, M and Misusaka. "Design of a Building With 20% orGreater Damping"[C]. Proc., 10WCEE, Madrid, Spaind,1992.
    15 Nielsen E J., Lai M L, Soong T T and Kelly J. M. ViscoelasticDamper Overview for Seismic and Wind Application[C]. Pro-ceedings of the First WorldConference on Structural Control, Los Angeles, California,1994,3: pp.FP3-42-FP3-51.
    16 Chang K. C., Lai M. L., Hao D. S. and Yeh Y. C. SeismicBehavior and Design Guidelines for Steel Frame Strctures withAdded Viscoelastic Dampers[C]. NCEER Repori 93-0009,State University of New York at Buffalo, 1993.
    17 Richter, P. J., Nims, D. K., Kelly, J. M., and Kallenbach, R.M. The EDR-energy Dissipationg Restraint, a new Device forMitigating Seismic Effects[C]. Proc., Struct. Engrg Assoc. ofCalifornia, Lake Tahoe, Calif, 1993.
    18 刘季,孙作玉.结构可变阻尼半主动控制的研究[J].地 震工程与工程振动,1997,17(2).

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