Time and frequency domain analyses of single-degree-of-freedom systems

被引:8
作者
Gupta, AK
Hassan, T
Gupta, A
机构
[1] Ctr. Nucl. Pwr. Plant Struct., E., Campus Box 7908, North Carolina State University, Raleigh
关键词
D O I
10.1016/S0029-5493(96)01286-1
中图分类号
TL [原子能技术]; O571 [原子核物理学];
学科分类号
0827 ; 082701 ;
摘要
Time and frequency domain analysis methods for calculating the relative displacement and velocity responses of single-degree-of-freedom systems are examined. Various problems associated with both methods are discussed and solutions to the problems are presented for oscillators with low to high frequencies. Straight-line interpolation of the forcing function in time domain analysis introduces frequencies that are greater than the Nyquist frequency, leading to an inaccurate relative velocity response for the high (greater than the Nyquist) frequency oscillators. One method of avoiding this problem is to use higher order interpolation functions. As an alternative, a frequency domain analysis method is presented.
引用
收藏
页码:1 / 5
页数:5
相关论文
共 50 条
[31]   Optimal control of single-degree-of-freedom systems dynamically interacting with elastic soil [J].
Özuvgur, Ali Ruzi ;
Gündüz, A. Necmettin .
Teknik Dergi/Technical Journal of Turkish Chamber of Civil Engineers, 2014, 25 (01) :6581-6600
[32]   Elastic response of single-degree-of-freedom systems subjected to tsunami surge forces [J].
Koyama T. .
Journal of Structural and Construction Engineering, 2017, 82 (731) :41-51
[33]   Real-time frequency compensatory filter for adjusting dynamic bandwidth of single-degree-of-freedom sensor system [J].
Kim, Dae-Hyun .
SENSORS AND ACTUATORS A-PHYSICAL, 2007, 140 (02) :251-256
[34]   Single-Degree-of-Freedom Characterization of Multi-Phase Passive Control Systems [J].
Rawlinson, Taylor A. ;
Marshall, Justin D. .
JOURNAL OF EARTHQUAKE ENGINEERING, 2014, 18 (04) :589-610
[35]   Optimal Control of Single-Degree-of-Freedom Systems Dynamically Interacting with Elastic Soil [J].
Ozuygur, Ali Ruzi ;
Gunduz, A. Necmettin .
TEKNIK DERGI, 2014, 25 (01) :6581-6600
[36]   THE RESPONSE OF NON-LINEAR SINGLE-DEGREE-OF-FREEDOM SYSTEMS TO MULTIFREQUENCY EXCITATIONS [J].
NAYFEH, AH .
JOURNAL OF SOUND AND VIBRATION, 1985, 102 (03) :403-414
[37]   Exploit the study of the scenarios for the control of the response of single-degree-of-freedom systems with bumpers [J].
Stefani, Giulia ;
De Angelis, Maurizio ;
Andreaus, Ugo .
JOURNAL OF SOUND AND VIBRATION, 2024, 578
[38]   Semiclassical perturbations of single-degree-of-freedom Hamiltonian systems I: Separatrix splitting [J].
Ohsawa, Tomoki ;
Yagasaki, Kazuyuki .
JOURNAL OF MATHEMATICAL PHYSICS, 2024, 65 (10)
[39]   Earthquake response of elastic single-degree-of-freedom systems with nonlinear viscoelastic dampers [J].
Lin, WH ;
Chopra, AK .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 2003, 129 (06) :597-606
[40]   SINGLE-DEGREE-OF-FREEDOM RIGIDLY FOLDABLE ORIGAMI FLASHERS [J].
Lang, Robert J. ;
Magleby, Spencer ;
Howell, Larry .
INTERNATIONAL DESIGN ENGINEERING TECHNICAL CONFERENCES AND COMPUTERS AND INFORMATION IN ENGINEERING CONFERENCE, 2015, VOL 5B, 2016,