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An improved algorithm for numerical calculation of seismic response spectra 被引量:1

An improved algorithm for numerical calculation of seismic response spectra
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摘要 The information of seismic response spectra is key to many problems concerned with aseismic structure and is also helpful for earthquake disaster relief if it is generated in time when earthquake happens. While current numerical calculation methods suffer from poor precision, especially in frequency band near Nyquist frequency, we present a set of improved parameters for precision improvement. It is shown that precision of displacement and velocity response spectra are both further improved compared to current numerical algorithms. A uniform fitting formula is given for computing these parameters for damping ratio range of 0.01-0.9, quite convenient for practical application. The information of seismic response spectra is key to many problems concerned with aseismic structure and is also helpful for earthquake disaster relief if it is generated in time when earthquake happens. While current numerical calculation methods suffer from poor precision, especially in frequency band near Nyquist frequency, we present a set of improved parameters for precision improvement. It is shown that precision of displacement and velocity response spectra are both further improved compared to current numerical algorithms. A uniform fitting formula is given for computing these parameters for damping ratio range of 0.01-0.9, quite convenient for practical application.
出处 《Geodesy and Geodynamics》 2016年第2期148-155,共8页 大地测量与地球动力学(英文版)
基金 supported by Science for Earthquake Resilience (XH12032)
关键词 Seismic response spectra Calculation Numerical algorithm Improvement Seismic response spectra Calculation Numerical algorithm Improvement
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  • 1金星,马强,李山有.利用数字强震仪记录实时仿真地动位移[J].地震学报,2005,27(1):79-85. 被引量:25
  • 2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
  • 3刘瑞丰,陈培善,党京平,张伟清,任克新.宽频带数字地震记录仿真的应用[J].地震地磁观测与研究,1997,18(3):7-12. 被引量:29
  • 4N. C. Nigam and P. C. Jennings. Calculation of Response Spectra from Strong Motion Earthquake Records[J]. Bull. Seism. Soc. Am., 1969,16:909-922.
  • 5J. 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.
  • 6K. J. Bathe, E. L. Wilson. Numerical Methods in Finite Element Analysis[M]. Prentice-Hall, Inc. ,1976.
  • 7H. Kanamori, P. Maechling, and E. Hauksson. Continuous Monitoring of Strong Motion Parameters[M]. Bull. Seism. Soc. Am., 1999,89(1): 311-316.
  • 8N. 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.
  • 9V. 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.
  • 10Beck J L, Dowling M J. 1988. Quick algorithms for computing either displacement, velocity or acceleration of an oscillator[J]. Earthquake Eng Struct Dyn, 16: 245~253.

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