Sub-critical excitations of SDOF elasto-plastic systems

被引:7
作者
Au, Siu-Kui [1 ]
机构
[1] City Univ Hong Kong, Dept Bldg & Construct, Kowloon, Hong Kong, Peoples R China
关键词
critical excitation; elasto-plasticity; hysteretic; sub-critical excitation;
D O I
10.1016/j.ijnonlinmec.2006.11.005
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
The critical excitation of a dynamical system is defined as the excitation that drives the system from one state to another with minimum energy. It plays an important role in both deterministic and stochastic problems of vibrations. For linear-elastic systems it can be directly obtained by calculus of variation, but the approach is not applicable to general non-linear-hysteretic systems. For single-degree-of-freedom (SDOF) elasto-plastic systems, the critical excitation has been found recently using a time-domain parameterization scheme, which also suggested the existence of 'sub-critical excitations' stemming from the local optima of the associated optimization problem. This paper presents a study of the sub-critical excitations based on the theoretical background laid out in the previous work. The sub-critical excitations are investigated in terms of their time-domain characteristics, energy, abundance and distribution. It is found that sub-critical excitations exist in abundance and their number grows in a combinatorial manner with the target duration. When mapped on a polar plot relative to the critical excitation, their distribution exhibits structures of progressively fine scale as the target duration increases. (C) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1095 / 1108
页数:14
相关论文
共 29 条
[1]  
[Anonymous], 1993, CHAOS DYNAMICAL SYST
[2]   Critical excitation of sdof elasto-plastic systems [J].
Au, S. K. .
JOURNAL OF SOUND AND VIBRATION, 2006, 296 (4-5) :714-733
[3]   Important sampling in high dimensions [J].
Au, SK ;
Beck, JL .
STRUCTURAL SAFETY, 2003, 25 (02) :139-163
[4]   First excursion probabilities for linear systems by very efficient importance sampling [J].
Au, SK ;
Beck, JL .
PROBABILISTIC ENGINEERING MECHANICS, 2001, 16 (03) :193-207
[5]   Reliability of nonlinear structural frame under seismic excitation [J].
Cai, GQ ;
Lin, YK .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1998, 124 (08) :852-856
[6]   Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions [J].
Chopra, AK ;
Chintanapakdee, C .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2001, 30 (12) :1769-1789
[7]  
Drenick R. F., 1970, Journal of the Engineering Mechanics Division, V96, P483, DOI [https://doi.org/10.1061/JMCEA3.0001260, DOI 10.1061/JMCEA3.0001260]
[8]   CRITICAL EXCITATION OF NONLINEAR-SYSTEMS [J].
DRENICK, RF .
JOURNAL OF APPLIED MECHANICS-TRANSACTIONS OF THE ASME, 1977, 44 (02) :333-336
[9]   The effective number of cycles of earthquake ground motion [J].
Hancock, J ;
Bommer, JJ .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2005, 34 (06) :637-664
[10]   Drift response of a bilinear hysteretic system to periodic excitation under sustained load effects [J].
Huang, CT ;
Kuo, SY .
INTERNATIONAL JOURNAL OF NON-LINEAR MECHANICS, 2006, 41 (04) :530-542