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相位演化零点时间与地震动模拟研究 被引量:1

Investigation on starting-time of phase evolution and simulation of earthquake ground motions
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摘要 提出了多频分量相位演化零点时间的概念。对于复杂非平稳地震动过程,为降低求解多频分量相位演化零点时间的工作量,引入地震波波群演化的思想,在地震波相位谱敏感性分析的基础上,考察了典型实测地震动时程的模拟。结果表明,拟合地震动过程与实测非平稳地震动吻合较好,本文提出的相位谱重构方法具有重要的实践意义。同时,这一方法也为非平稳随机地震动建模提供了新的可能途径。 A new concept of starting-time of phase evolution with multiple components of frequency is proposed in the present paper,which allows a feasible phase spectrum in the practical application just using few variables.It bypasses the need of the classical techniques in modeling the phase spectrum whereby tens even hundreds of variables are required.In order to reduce the computational effort of the starting-time for a complicated non-stationary ground motion process,a wave-group evolution formulation is also introduced of which the frequency points with significant contribution to ground motions are included.We further investigate the modeling of typical observed ground motions at certain type of soils where the key phase points are derived from the sensitivity analysis of phases of ground motions.For illustrative purposes,two observed ground motions at the type-Ⅱ site,i.e.Northridge and Chi-Chi ground notions,are investigated as examples.The numerical results reveal that the simulated ground motions match well to the original ground notions,indicating a significantly practical sense,which is inherent in the proposed simulation technique of phase spectrum.This simulation technique also provides a new scheme for the representation of non-stationary stochastic ground motions.
作者 彭勇波 李杰
出处 《地震工程与工程振动》 CSCD 北大核心 2011年第4期158-166,共9页 Earthquake Engineering and Engineering Dynamics
基金 国家自然科学基金委创新研究群体科学基金项目(50621062) 土木工程防灾国家重点实验室探索性研究课题(SLDRCE11-B-04) 同济大学青年优秀人才培养行动计划联合资助项目(2010KJ065)
关键词 零点时间 波群 相位谱 非平稳 地震动 starting-time wave-group phase spectral non-stationary ground motions
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  • 1朱昱,冯启民.地震加速度相位差谱分布的数字特征[J].地震工程与工程振动,1993,13(2):30-37. 被引量:23
  • 2赵凤新,胡聿贤.地震动非平稳性与幅值谱和相位差谱的关系[J].地震工程与工程振动,1994,14(2):1-6. 被引量:80
  • 3李杰,艾晓秋.基于物理的随机地震动模型研究[J].地震工程与工程振动,2006,26(5):21-26. 被引量:57
  • 4Housner G W. Characteristics of strong-motion earthquakes. Bull Seismol Society Am, 1947, 37:19-27.
  • 5Douglas J, Aochi H. A survey of techniques for predicting earthquake ground motion for engineering purpose. Surv Geophys, 2008, 29 187-220.
  • 6Kanai K. Semi-empirical formula for the seismic characteristics of the ground. Bull Earthquake Res Inst, 1957, 35:309-325.
  • 7Kanai K. An empirical formula for the spectrum of strong earthquake motions. Bull Earthquake Res Inst, 1961, 39:85-95.
  • 8Ruiz P T, Penzien J. Probabilistic study of the behavior of structures during earthquakes. UCB/EERC-69/03, 1969.
  • 9Boore D M. Simulation of ground motion using the stochastic method. Pure Appl Geophys, 2003, 160:635-676.
  • 10Aki K, Richards P G. Quantitative Seismology Theory and Methods. San Francisco: W. H. Freeman and Company, 1980. 9-35.

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