Recent advances in nonlinear passive vibration isolators

被引:976
作者
Ibrahim, R. A. [1 ]
机构
[1] Wayne State Univ, Dept Mech Engn, Detroit, MI 48098 USA
关键词
D O I
10.1016/j.jsv.2008.01.014
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
The theory of nonlinear vibration isolation has witnessed significant developments due to pressing demands for the protection of structural installations, nuclear reactors, mechanical components, and sensitive instruments from earthquake ground motion, shocks, and impact loads. In view of these demands, engineers and physicists have developed different types of nonlinear vibration isolators. This article presents a comprehensive assessment of recent developments of nonlinear isolators in the absence of active control means. It does not deal with other means of linear or nonlinear vibration absorbers. It begins with the basic concept and features of nonlinear isolators and inherent nonlinear phenomena. Specific types of nonlinear isolators are then discussed, including ultra-low-frequency isolators. For vertical vibration isolation, the treatment of the Euler spring isolator is based oil the post-buckling dynamic characteristics of the column elastica and axial stiffness. Exact and approximate analyses of axial stiffness of the post-buckled Euler beam are outlined. Different techniques of reducing the resonant frequency of the isolator are described. Another group is based on the Gospodnetic-Frisch-Fay beam, which is free to slide on two supports. The restoring force of this beam resembles to a great extent the restoring roll moment of biased ships. The base isolation of buildings, bridges, and liquid storage tanks subjected to earthquake ground motion is then described, Base isolation utilizes friction elements, laminated-rubber bearings, and the friction pendulum. Nonlinear viscoelastic and composite material springs, and smart material elements are described in terms of material mechanical characteristics and the dependence of their transmissibility oil temperature and excitation amplitude. The article is closed by conclusions, which highlight resolved and unresolved problems and recommendations for future research directions. (C) 2008 Elsevier Ltd. All rights reserved.
引用
收藏
页码:371 / 452
页数:82
相关论文
共 558 条
[1]   Seismic response modification device elements for bridge structures development and verification [J].
Abrahamson, E ;
Mitchell, S .
COMPUTERS & STRUCTURES, 2003, 81 (8-11) :463-467
[2]   LIGO - THE LASER-INTERFEROMETER-GRAVITATIONAL-WAVE-OBSERVATORY [J].
ABRAMOVICI, A ;
ALTHOUSE, WE ;
DREVER, RWP ;
GURSEL, Y ;
KAWAMURA, S ;
RAAB, FJ ;
SHOEMAKER, D ;
SIEVERS, L ;
SPERO, RE ;
THORNE, KS ;
VOGT, RE ;
WEISS, R ;
WHITCOMB, SE ;
ZUCKER, ME .
SCIENCE, 1992, 256 (5055) :325-333
[3]   On the linear normal modes of planar pre-stressed curved beams [J].
Addessi, D ;
Lacarbonara, W ;
Paolone, A .
JOURNAL OF SOUND AND VIBRATION, 2005, 284 (3-5) :1075-1097
[4]   MAGNETIC CORRELATIONS ON FRACTALS [J].
AHARONY, A ;
GEFEN, Y ;
KANTOR, Y .
JOURNAL OF STATISTICAL PHYSICS, 1984, 36 (5-6) :795-805
[5]   Nonlinear analysis of automotive hydraulic mounts for isolation of vibration and shock [J].
Ahmed, AKW ;
Haque, MM ;
Rakheja, S .
INTERNATIONAL JOURNAL OF VEHICLE DESIGN, 1999, 22 (1-2) :116-128
[6]  
ALABUZHEV P, 1977, PHYS TECHNICAL PROBL, V3, P136
[7]  
Alabuzhev P., 1989, Vibration Protection and Measuring Systems with Quasi-zero Stiffness
[8]   Reliability of base isolation for the protection of critical equipment from earthquake hazards [J].
Alhan, C ;
Gavin, HP .
ENGINEERING STRUCTURES, 2005, 27 (09) :1435-1449
[9]   A parametric study of linear and non-linear passively damped seismic isolation systems for buildings [J].
Alhan, C ;
Gavin, H .
ENGINEERING STRUCTURES, 2004, 26 (04) :485-497
[10]  
AMIN N, 1995, CIVIL ENG, V65, P44