On the Forecasting of Ground-Motion Parameters for Probabilistic Seismic Hazard Analysis

被引:14
作者
不详
机构
[1] Universidad Autónoma Metropolitana, Colonia Reynosa Tamaulipas, Azcapotzalco, Mexico City
[2] Instituto de Ingeniería, UNAM, Torre de Ingeniería, Coyoacan 04510, Mexico City, Segundo piso
关键词
D O I
10.1193/1.3525379
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
It is well understood that the range of application for an empirical ground-motion prediction model is constrained by the range of predictor variables covered in the data used in the analysis. However, in probabilistic seismic hazard analysis (PSHA), the limits in the application of ground-motion prediction models (GMPMs) are often ignored, and the empirical relationships are extrapolated. In this paper, we show that this extrapolation leads to a quantifiable increment in the uncertainty of a GMPM when it is used to forecast a future value of a given intensity parameter. This increment, which is clearly of epistemic nature, depends on the adopted functional form, on the covariance matrix of the regression coefficients, on the used regression technique, and on the quality of the data set. In addition, through some examples using the database of the Next Generation of Ground-Motion Attenuation Models project and some currently favored functional forms we study the increment in the seismic hazard produced by the extrapolation of GMPMs. [DOI: 10.1193/1.3525379]
引用
收藏
页码:1 / 21
页数:21
相关论文
共 23 条
[1]  
Abrahamson A., Somerville N.P.G., Cornell A.C., Uncertainty in numerical strong motion predictions, Proc. of the 4th US National Conference on Earthquake Engineering, 1, pp. 407-416, (1991)
[2]  
Abrahamson N.A., Youngs R.R., A stable algorithm for regression analysis using the random effects model, Bull. Seism. Soc. Am., 82, pp. 505-510, (1992)
[3]  
Abrahamson N.A., Silva W., Summary of the Abrahamson & Silva NGA ground- motion relations, Earthquake Spectra, 24, pp. 67-97, (2008)
[4]  
Atkinson G.A., Single-station sigma, Bull. Seism. Soc. Am., 96, pp. 446-455, (2006)
[5]  
Arroyo D., Ordaz M., Garcia D., Mora M., Singh S.K., Strong ground-motion relations for Mexican interplate earthquakes, J. Seismol., 14, pp. 769-785, (2010)
[6]  
Bommer J.J., Abrahamson N.A., Why do modern probabilistic seismic-hazard analyses often lead to increased hazard estimates?, Bulletin of the Seismological Society of America, 96, 6, pp. 1967-1977, (2006)
[7]  
Bommer J., Stafford P.J., Alarcon J.E., Akkar S., The influence of magnitude range on empirical ground-motion prediction, Bull. Seism. Soc. Am., 97, pp. 2152-2170, (2007)
[8]  
Boore D.M., Atkinson G.M., Ground-motion prediction equations for the average horizontal component of PGA, PGV, and 5%-damped PSA at spectral periods between 0.01 s and 10 s, Earthquake Spectra, 24, pp. 99-138, (2008)
[9]  
Boore D.M., Watson-Lamprey J., Abrahamson N.A., Orientation-independent measures of ground motion, Bulletin of the Seismological Society of America, 96, 4 A, pp. 1502-1511, (2006)
[10]  
Brillinger D.R., Preisler H.K., An exploratory analysis of the Joyner-Boore attenuation data, Bull. Seism. Soc. Am., 74, pp. 1441-1450, (1984)