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基于地震激励下单自由度粘弹性阻尼系统的仿真计算 被引量:1

Method to simulate seismic wave prompting SDOF system
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摘要 针对单自由度系统方程在外荷载激励下的求解方法,利用Simulink软件,通过3种方法,建立计算模型,并求出单自由度系统在地震波激励下的反应,并对计算结果进行了简单的时程分析。 The method of solving the Second - Order Linear Nonhomogeneous Differential Equations is introduced in the paper. Three models based on that method to simulation of seismic wave prompting SDOF system by Simulink are designed and the analysis of a simple time sequence is made.
出处 《浙江水利科技》 2009年第1期55-57,61,共4页 Zhejiang Hydrotechnics
关键词 粘弹性阻尼 单自由度系统 地震波 仿真 viscose damper SDOF system seismic wave simulation
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  • 1李大华.计算地震反应谱的连锁公式[J].地震工程与工程振动,1990,10(2):47-52. 被引量:14
  • 2N. C. Nigam and P. C. Jennings. Calculation of Response Spectra from Strong Motion Earthquake Records[J]. Bull. Seism. Soc. Am., 1969,16:909-922. 被引量:1
  • 3J. L. Bock and M..1. Dowling. Quick Algorithms for Computing either Displacement, Velocity or Acceleration of an Oscillator[J]. Earthquake.Eng. Struet. Dyn. 1988,16:245-253. 被引量:1
  • 4K. J. Bathe, E. L. Wilson. Numerical Methods in Finite Element Analysis[M]. Prentice-Hall, Inc. ,1976. 被引量:1
  • 5H. Kanamori, P. Maechling, and E. Hauksson. Continuous Monitoring of Strong Motion Parameters[M]. Bull. Seism. Soc. Am., 1999,89(1): 311-316. 被引量:1
  • 6N. M. Newmark. A Method of Computation for Structural Dynamics[J].Journal of the Engineering Mechanics Division, ASCE, Proc. Paper 2094, 1959,85 ( EM3 ) :67 -94. 被引量:1
  • 7V. W. Lee, Eiilcient Algorithm for Computing Displacement, Velocity and Acceleration Responses of an Oscillator to Arbitrary Ground Motion[J]. Soil Dynamics and Earthquake Engineering, 1990, 19(6):288 -300. 被引量:1
  • 8金星,马强,李山有.四种计算地震反应数值方法的比较研究[J].地震工程与工程振动,2003,23(1):18-30. 被引量:39

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