PROBABILISTIC SEISMIC HAZARD ANALYSIS OF REGIONS CONSIDERING INTRA-EVENT SPATIAL CORRELATIONS

被引:0
作者
Ding J.-W. [1 ,2 ]
Lyu D.-G. [1 ,2 ]
Cao Z.-G. [1 ,2 ]
机构
[1] Key Lab of Structure Dynamic Behavior and Control of China Ministry of Education, Harbin Institute of Technology, Heilongjiang, Harbin
[2] Key Lab of Smart Prevention and Mitigation of Civil Engineering Disaster of the Ministry of Industry and Information Technology, Harbin Institute of Technology, Heilongjiang, Harbin
来源
Gongcheng Lixue/Engineering Mechanics | 2024年 / 41卷
关键词
geometrically robust estimation; intra-event residual; regional seismic hazard analysis; semi-variogram; spatial correlation; weighted least squares method;
D O I
10.6052/j.issn.1000-4750.2023.05.S038
中图分类号
学科分类号
摘要
The ground motion intensity parameters and structural response parameters at different sites of an earthquake event are spatially correlated, and the related seismic effects will lead to the sharp concentration and accumulation of earthquake losses, resulting in catastrophic events. However, the traditional regional seismic risk assessment does not consider the spatial correlation of ground motion intensity measures. In this paper, geostatistical methods are used to characterize the spatial correlation of ground motion intensity measures in earthquake events. A geometrically robust estimation method of theoretical semi-variogram is proposed, and the weighted least squares method is used to accurately and efficiently evaluate the short-distance spatial correlation. Taking the Chuetsu-Oki earthquake as an example, based on the exponential semi-variogram model, the weighted least squares method is used to fit the geometrically robust estimation of semi-variogram value, and the spatial correlation functions of PGA, PGV and 0-10 s spectral acceleration are obtained. A prediction model of the range b value is proposed. The results show that the spatial correlation decay rate of the long-period spectral acceleration is smaller than that of the short-period spectral acceleration, and there is an inflection point at T=0.45 s. The developed spatial correlation model is applied to regional probabilistic seismic hazard analysis. The Monte Carlo method is used to simulate the spatially correlated random field of ground motion intensity measures of a hypothetic region. The traditional regional seismic hazard analysis method is refined. It is found that the annual exceedance probability considering spatial correlation is greater than that without considering spatial correlation in most cases, and it further shows that the consideration of spatial correlation has important guiding significance on risk assessment of portfolio buildings and infrastructures as well as the construction of resilient cities. © 2024 Tsinghua University. All rights reserved.
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页码:117 / 128
页数:11
相关论文
共 31 条
[1]  
PARK J, BAZURRO P, BAKER J W., Modeling spatial correlation of ground motion intensity measures for regional seismic hazard and portfolio loss estimation [M], Applications of Statistics and Probability in Civil Engineering, pp. 217-216, (2007)
[2]  
SOKOLOV V, WENZEL F., Influence of spatial correlation of strong ground motion on uncertainty in earthquake loss estimation, Earthquake Engineering & Structural Dynamics, 40, 9, pp. 993-1009, (2011)
[3]  
SOKOLOV V, WENZEL F., Influence of ground-motion correlation on probabilistic assessments of seismic hazard and loss: Sensitivity analysis [J], Bulletin of Earthquake Engineering, 9, 5, pp. 1339-1360, (2011)
[4]  
BOORE D M., Estimated ground motion from the 1994 Northridge, California, earthquake at the site of the interstate 10 and La Cienega boulevard bridge collapse, west Los Angeles, California [J], Bulletin of the Seismological Society of America, 93, 6, pp. 2737-2751, (2003)
[5]  
WANG M, TAKADA T., Macrospatial correlation model of seismic ground motions [J], Earthquake Spectra, 21, 4, pp. 1137-1156, (2005)
[6]  
GODA K, HONG H P., Spatial correlation of peak ground motions and response spectra [J], Bulletin of the Seismological Society of America, 98, 1, pp. 354-365, (2008)
[7]  
JAYARAM N, BAKER J W., Correlation model for spatially distributed ground-motion intensities, Earthquake Engineering & Structural Dynamics, 38, 15, pp. 1687-1708, (2009)
[8]  
GODA K, ATKINSON G M., Intraevent spatial correlation of ground-motion parameters using SK-net data, Bulletin of the Seismological Society of America, 100, 6, pp. 3055-3067, (2010)
[9]  
SOKOLOV V, WENZEL F, JEAN W Y, Et al., Uncertainty and spatial correlation of earthquake ground motion in Taiwan [J], Terrestrial, Atmospheric and Oceanic Sciences, 21, 6, pp. 905-921, (2010)
[10]  
SOKOLOV V, WENZEL F, WEN K L, Et al., On the influence of site conditions and earthquake magnitude on ground-motion within-earthquake correlation: Analysis of PGA data from TSMIP (Taiwan) network [J], Bulletin of Earthquake Engineering, 10, 5, pp. 1401-1429, (2012)