Simulation of synthetic ground motions for specified earthquake and site characteristics

被引:234
|
作者
Rezaeian, Sanaz [1 ]
Kiureghian, Armen Der [1 ]
机构
[1] Univ Calif Berkeley, Berkeley, CA 94720 USA
来源
关键词
earthquake ground motions; model validation; NGA database; simulation; stochastic models; strong-motion records; synthetic motions; AVERAGE HORIZONTAL COMPONENT; RESPONSE SPECTRA; TIME HISTORIES; MODEL; PREDICTION; ACCELEROGRAMS; SEISMOGRAMS; PERIODS; PGV;
D O I
10.1002/eqe.997
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A method for generating a suite of synthetic ground motion time-histories for specified earthquake and site characteristics defining a design scenario is presented. The method employs a parameterized stochastic model that is based on a modulated, filtered white-noise process. The model parameters characterize the evolving intensity, predominant frequency, and bandwidth of the acceleration time-history, and can be identified by matching the statistics of the model to the statistics of a target-recorded accelerogram. Sample 'observations' of the parameters are obtained by fitting the model to a subset of the NGA database for far-field strong ground motion records on firm ground. Using this sample, predictive equations are developed for the model parameters in terms of the faulting mechanism, earthquake magnitude, source-to-site distance, and the site shear-wave velocity. For any specified set of these earthquake and site characteristics, sets of the model parameters are generated, which are in turn used in the stochastic model to generate the ensemble of synthetic ground motions. The resulting synthetic acceleration as well as corresponding velocity and displacement time-histories capture the main features of real earthquake ground motions, including the intensity, duration, spectral content, and peak values. Furthermore, the statistics of their resulting elastic response spectra closely agree with both the median and the variability of response spectra of recorded ground motions, as reflected in the existing prediction equations based on the NGA database. The proposed method can be used in seismic design and analysis in conjunction with or instead of recorded ground motions. Copyright (C) 2010 John Wiley & Sons, Ltd.
引用
收藏
页码:1155 / 1180
页数:26
相关论文
共 50 条
  • [41] The smooth transition GARCH model for simulation of highly nonstationary earthquake ground motions
    Sharbati, Reza
    Ramazi, Hamidreza
    Khoshnoudian, Faramarz
    Valizadeh, Toktam
    Koopialipoor, Mohammadreza
    Armaghani, Danial Jahed
    ENGINEERING WITH COMPUTERS, 2022, 38 (02) : 1529 - 1541
  • [42] Surface Level Synthetic Ground Motions for M7.6 2001 Gujarat Earthquake
    Vemuri, Jayaprakash
    Kolluru, Subramaniam
    Chopra, Sumer
    GEOSCIENCES, 2018, 8 (12)
  • [43] Modelling and simulation of spatially varying earthquake ground motions at sites with varying conditions
    Bi, Kaiming
    Hao, Hong
    PROBABILISTIC ENGINEERING MECHANICS, 2012, 29 : 92 - 104
  • [44] Simulation of fully nonstationary spatially variable ground motions on a canyon site
    Yao, Erlei
    Miao, Yu
    Wang, Suyang
    Long, Xiaohong
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2018, 115 : 198 - 204
  • [45] SIMULATION OF EARTHQUAKE MOTIONS IN THE CENTRIFUGE
    ARULANANDAN, K
    CANCLINI, J
    ANANDARAJAH, A
    JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1982, 108 (05): : 730 - 742
  • [46] Site-Specific Earthquake Ground Motions for Seismic Design of Port Facilities in Indonesia
    Boyke, Christino
    Refani, Afif Navir
    Nagao, Takashi
    APPLIED SCIENCES-BASEL, 2022, 12 (04):
  • [47] Input ground motions for earthquake site response analyses: deep sediment column with cementation
    Lamichhane, Suchan
    Luke, Barbara
    INTERNATIONAL JOURNAL OF GEOTECHNICAL ENGINEERING, 2016, 10 (02) : 190 - 204
  • [48] Maximum Credible Earthquake Ground Motions with Focus on Site Amplification due to Deep Subsurface
    Nagao, Takashi
    ENGINEERING TECHNOLOGY & APPLIED SCIENCE RESEARCH, 2021, 11 (02) : 6873 - 6881
  • [49] Three dimensional temporal characteristics of ground motions and building responses in Wenchuan earthquake
    Junwu Dai
    Yanru Wang
    Qingsong Guan
    Xiaozhai Qi
    Xueshan Yang
    Mai Tong
    George C. Lee
    Earthquake Engineering and Engineering Vibration, 2009, 8 : 287 - 299
  • [50] Characteristics of earthquake ground motions and the H/V of microtremors in the southwestern part of Taiwan
    Huang, HC
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2002, 31 (10): : 1815 - 1829