TY - JOUR
T1 - 完全非平稳地震动演化功率谱模型及其工程应用
AU - Du, Dongsheng
AU - Zhang, Wei
AU - Wang, Shuguang
AU - Liu, Weiqing
N1 - Publisher Copyright:
© 2018, Editorial Office of China Civil Engineering Journal. All right reserved.
PY - 2018/11/1
Y1 - 2018/11/1
N2 - Based on the power spectral model of filtered Gaussian white noisewhich is in the stationary earthquake process, the parametric model of fully non-stationary time-varying power spectrumis developedfor describing time-varying spectral energy, and a model parameter with engineering significance is obtained through parameter identification. Firstly, the use of bedrock filterto modify the K-T spectrummakes the time-varying spectral parameters have a clear physical meaning and which is more consistent with the physical characteristics of the bedrock ground motion. Furthermore, the time-frequency distribution of the seismic is acquired on account of the generalized harmonic wavelet transform, and the time-varying power spectrum of the actual ground motion is estimated by the Spanos-Tratskasmethod. At last, genetic algorithms and second optimization technology are introduced to fit mathematical expressions of time-varying parameters, and a fully non-stationarytime-varyingpower spectral model of ground motion is established. The Japanese KIK-net strong earthquake database is adopted to identify the model parameters, which is reclassified according to the site category in China. Finally, the validity and applicability of the model are verified by the spectral representation method. The ground motion random model proposed in this paper provides a more accurately reference for describing the earthquake, and also provides a basis for the simulation of fully non-stationary ground motion.
AB - Based on the power spectral model of filtered Gaussian white noisewhich is in the stationary earthquake process, the parametric model of fully non-stationary time-varying power spectrumis developedfor describing time-varying spectral energy, and a model parameter with engineering significance is obtained through parameter identification. Firstly, the use of bedrock filterto modify the K-T spectrummakes the time-varying spectral parameters have a clear physical meaning and which is more consistent with the physical characteristics of the bedrock ground motion. Furthermore, the time-frequency distribution of the seismic is acquired on account of the generalized harmonic wavelet transform, and the time-varying power spectrum of the actual ground motion is estimated by the Spanos-Tratskasmethod. At last, genetic algorithms and second optimization technology are introduced to fit mathematical expressions of time-varying parameters, and a fully non-stationarytime-varyingpower spectral model of ground motion is established. The Japanese KIK-net strong earthquake database is adopted to identify the model parameters, which is reclassified according to the site category in China. Finally, the validity and applicability of the model are verified by the spectral representation method. The ground motion random model proposed in this paper provides a more accurately reference for describing the earthquake, and also provides a basis for the simulation of fully non-stationary ground motion.
KW - Bedrock filter
KW - Evolutionary power spectral density
KW - Fully non-stationary
KW - Generalized harmonic wavelet transform
KW - K-Tspectrum
KW - Time-varyingparameters
UR - http://www.scopus.com/inward/record.url?scp=85063595743&partnerID=8YFLogxK
M3 - 文章
AN - SCOPUS:85063595743
SN - 1000-131X
VL - 51
SP - 37
EP - 43
JO - Tumu Gongcheng Xuebao/China Civil Engineering Journal
JF - Tumu Gongcheng Xuebao/China Civil Engineering Journal
ER -