期刊文献+

利用数字强震仪记录实时仿真地动位移 被引量:25

REAL-TIME SIMULATION OF GROUND DISPLACEMENT BY DIGITAL ACCELEROGRAPH RECORD
下载PDF
导出
摘要  随着现代强震仪及通讯技术的发展, 强震动观测资料的应用范围愈来愈广, 强震观测可以拓展到地震观测领域, 强震数据的实时仿真是这一拓展的基础. 为适应这一发展趋势,在笔者曾经提出的单自由度系统地震反应递归公式的基础上, 本文提出了一套基于地震仪原理, 及长周期单自由度系统地震动力反应原理的由宽频带强震动记录仿真位移记录的新方法. 研究表明此方法是有效的, 可广泛应用于地震监测. With the development of accelerograph, strong ground motion data can be widely applied to many fields. Especially, it is an important milestone for strong motion observation to expand application fields into earthquake monitoring that real time simulation of ground displacement can be obtained by strong motion records for determining three earthquake parameters. For the purpose of application, on the basis of principle of seismic response of single degree of freedom (SDOF) system, this paper presents a suit of formula of simulating ground displacement records by using strong ground motion records with the help of simulator of SDOF system. The research results show that the technique is very efficient and can be widely applied to earthquake monitoring.
出处 《地震学报》 CSCD 北大核心 2005年第1期79-85,共7页 Acta Seismologica Sinica
基金 国家自然科学基金项目(50378086) 国家科技部基础条件平台项目(2003DIB2J099) 中国地震局"十五"重点科研项目共同资助.
关键词 强震动记录 单自由度系统 位移 仿真 strong motion record SDOF system displacement simulation
  • 相关文献

参考文献8

  • 1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
  • 2马强,金星,李山有.单自由度系统地震动力反应的实时计算方法[J].地震工程与工程振动,2003,23(5):61-68. 被引量:33
  • 3Beck 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.
  • 4Kanamori H, Maechling P, Hauksson E. 1999. Continuous monitoring of strong motion parameters[J]. Bull Seism Soc Amer, 89(1) :311~316.
  • 5Lee V W. 1984. A new fast algorithm for the calculation of response of a single-degree-of-freedom system to arbitrary load in timeJ]. Soil Dyn Earthq Eng, 3(4): 191~199.
  • 6Lee V W. 1990. Efficient algorithm for computing displacement, velocity and acceleration responses of an oscillator to arbitrary ground motion[J]. Soil Dyn Earthq Eng, 19(6) : 288~300.
  • 7Newmark N M. 1959. A method of computation for structural dynamics[J]. J Eng Mech Div, ASCE, 85(EM3) : 67~94.
  • 8Nigam N C, Jennings P C. 1969. Calculation of response spectra from strong motion earthquake records[J]. Bull Seism Soc Amer, 59:909~922.

二级参考文献8

  • 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.
  • 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.
  • 4K. J. Bathe, E. L. Wilson. Numerical Methods in Finite Element Analysis[M]. Prentice-Hall, Inc. ,1976.
  • 5H. Kanamori, P. Maechling, and E. Hauksson. Continuous Monitoring of Strong Motion Parameters[M]. Bull. Seism. Soc. Am., 1999,89(1): 311-316.
  • 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.
  • 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.
  • 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

共引文献50

同被引文献135

引证文献25

二级引证文献188

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部