Stochastic modelling of the pulse-like near-fault ground motions with time-frequency representation

被引:0
|
作者
Y. X. Liu
X. Z. Cui
H. P. Hong
机构
[1] University of Western Ontario,Department of Civil and Environmental Engineering
来源
Journal of Seismology | 2022年 / 26卷
关键词
Near-fault; Pulse-like velocity; Nonstationary stochastic process; S-transform; Stochastic model;
D O I
暂无
中图分类号
学科分类号
摘要
Seismic near-fault ground motions differ from those in the far-field. They could contain large amplitude and long period velocity pulses and cause damage to structures. In the present study, we propose a new stochastic model for the pulse-like near-fault ground motions by considering the earthquake magnitude, site-to-source distance, and soil condition. The proposed model consists of the pulse-like (PL) and non-pulse-like (NPL) components. The PL component is represented by using parametric models from literature; the NPL component is characterized using the S-transform. A time- and frequency-dependent power spectral density model for the NPL component is proposed, where the frequency modulation and the amplitude modulation are implicitly considered. Probabilistic predicting equations for evaluating the parameters of the proposed stochastic model are developed by considering the selected ground motions records with pulse-like motions extracted from Next Generation Attenuation–West 2 (https://ngawest2.berkeley.edu/) database. The use of the proposed model to generate pulse-like near-fault ground motion is illustrated by numerical examples. The model is validated by comparing the pseudo-spectral acceleration of the simulated records and actual records.
引用
收藏
页码:387 / 414
页数:27
相关论文
共 50 条
  • [31] Improved endurance time analysis for seismic responses of concrete dam under near-fault pulse-like ground motions
    Xu, Shutong
    Xu, Qiang
    Chen, Jianyun
    Li, Jing
    ENGINEERING STRUCTURES, 2022, 270
  • [32] Assessment of building behavior under near-fault pulse-like ground motions through simplified models
    Alonso-Rodriguez, Andres
    Miranda, Eduardo
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2015, 79 : 47 - 58
  • [33] Duration effect of near-fault pulse-like ground motions and identification of most suitable duration measure
    Guiqiang Guo
    Dixiong Yang
    Yunhe Liu
    Bulletin of Earthquake Engineering, 2018, 16 : 5095 - 5119
  • [34] Influence of Pulse-Like Near-Fault Ground Motions on the Base-Isolated Buildings with LRB Devices
    ozuygur, Ali Ruzi
    Noroozinejad Farsangi, Ehsan
    PRACTICE PERIODICAL ON STRUCTURAL DESIGN AND CONSTRUCTION, 2021, 26 (04)
  • [35] Duration effect of near-fault pulse-like ground motions and identification of most suitable duration measure
    Guo, Guiqiang
    Yang, Dixiong
    Liu, Yunhe
    BULLETIN OF EARTHQUAKE ENGINEERING, 2018, 16 (11) : 5095 - 5119
  • [36] Seismic response of a concrete-faced rockfill dam to near-fault pulse-like ground motions
    Zou D.
    Han H.
    Kong X.
    Zhou Y.
    Kong, Xianjing (kongxj@dlut.edu.cn), 1600, International Research and Training Center on Erosion and Sedimentation and China Water and Power Press (48): : 78 - 85
  • [37] Quantitative identification of near-fault pulse-like ground motions based on variational mode decomposition technique
    Feng, Jun
    Zhao, Boming
    Zhao, Tianci
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2021, 151
  • [38] Evaluation of collapse strength ratio for structures subjected to near-fault pulse-like earthquake ground motions
    Ruiz-Garcia, Jorge
    Ramos-Cruz, Jose Manuel
    BULLETIN OF EARTHQUAKE ENGINEERING, 2025, : 1999 - 2016
  • [39] Wavelet-Based Method for Generating Nonstationary Artificial Pulse-Like Near-Fault Ground Motions
    Amiri, G. Ghodrati
    Rad, A. Abdolahi
    Hazaveh, N. Khanmohamadi
    COMPUTER-AIDED CIVIL AND INFRASTRUCTURE ENGINEERING, 2014, 29 (10) : 758 - 770
  • [40] Fragility analysis of steel MRFs: Effects of frequency-content components of near-fault pulse-like ground motions and setbacks
    Mashhadi, Sima
    Homaei, Farshad
    Asadi, Azita
    Tajammolian, Hamed
    STRUCTURES, 2021, 33 : 3655 - 3666