Statistical modeling of ground motion relations for seismic hazard analysis

被引:17
作者
Raschke, Mathias
机构
[1] 65195 Wiesbaden
关键词
Ground motion relation; Probabilistic seismic hazard analysis; Area equivalence; Regression analysis; Extreme value statistics; Model selection; Statistical test; Random function; GENERALIZED PARETO DISTRIBUTION; PREDICTION EQUATIONS; EMPIRICAL ATTENUATION; MAXIMUM-LIKELIHOOD; RESPONSE SPECTRA; EARTHQUAKES; REGRESSION; ACCELERATIONS; UNCERTAINTY; AMPLITUDES;
D O I
10.1007/s10950-013-9386-z
中图分类号
P3 [地球物理学]; P59 [地球化学];
学科分类号
0708 ; 070902 ;
摘要
We introduce a new approach for ground motion relations (GMR) in the probabilistic seismic hazard analysis (PSHA), being influenced by the extreme value theory of mathematical statistics. Therein, we understand a GMR as a random function. We derive mathematically the principle of area equivalence, wherein two alternative GMRs have an equivalent influence on the hazard if these GMRs have equivalent area functions. This includes local biases. An interpretation of the difference between these GMRs (an actual and a modeled one) as a random component leads to a general overestimation of residual variance and hazard. Beside this, we discuss important aspects of classical approaches and discover discrepancies with the state of the art of stochastics and statistics (model selection and significance, test of distribution assumptions, extreme value statistics). We criticize especially the assumption of logarithmic normally distributed residuals of maxima like the peak ground acceleration (PGA). The natural distribution of its individual random component (equivalent to exp(epsilon (0)) of Joyner and Boore, Bull Seism Soc Am 83(2):469-487, 1993) is the generalized extreme value. We show by numerical researches that the actual distribution can be hidden and a wrong distribution assumption can influence the PSHA negatively as the negligence of area equivalence does. Finally, we suggest an estimation concept for GMRs of PSHA with a regression-free variance estimation of the individual random component. We demonstrate the advantages of event-specific GMRs by analyzing data sets from the PEER strong motion database and estimate event-specific GMRs. Therein, the majority of the best models base on an anisotropic point source approach. The residual variance of logarithmized PGA is significantly smaller than in previous models. We validate the estimations for the event with the largest sample by empirical area functions, which indicate the appropriate modeling of the GMR by an anisotropic point source model. The constructed distances like the Joyner-Boore distance do not work well for event-specific GMRs. We discover also a strong relation between magnitude and the squared expectation of the PGAs being integrated in the geo-space for the event-specific GMRs. One of our secondary contributions is the simple modeling of anisotropy for a point source model.
引用
收藏
页码:1157 / 1182
页数:26
相关论文
共 95 条
[1]  
ABRAHAMSON NA, 1988, B SEISMOL SOC AM, V78, P26
[2]  
ABRAHAMSON NA, 1992, B SEISMOL SOC AM, V82, P505
[3]  
ABRAHAMSON NA, 2002, P 12 EUR C EARTHQ EN
[4]   Summary of the Abrahamson & Silva NGA ground-motion relations [J].
Abrahamson, Norman ;
Silva, Walter .
EARTHQUAKE SPECTRA, 2008, 24 (01) :67-97
[5]   Comparisons of the NGA ground-motion relations [J].
Abrahamson, Norman ;
Atkinson, Gail ;
Boore, David ;
Bozorgnia, Yousef ;
Campbell, Kenneth ;
Chiou, Brian ;
Idriss, I. M. ;
Silva, Walter ;
Youngs, Robert .
EARTHQUAKE SPECTRA, 2008, 24 (01) :45-66
[6]   The Variability of Ground-Motion Prediction Models and Its Components [J].
Al Atik, Linda ;
Abrahamson, Norman ;
Bommer, Julian J. ;
Scherbaum, Frank ;
Cotton, Fabrice ;
Kuehn, Nicolas .
SEISMOLOGICAL RESEARCH LETTERS, 2010, 81 (05) :794-801
[7]  
Ambraseys NN, 2005, B EARTHQ ENG, V3, P1, DOI 10.1007/s10518-005-0183-0
[8]  
Ambraseys NN, 1996, EARTHQUAKE ENG STRUC, V25, P401, DOI 10.1002/(SICI)1096-9845(199604)25:4<401::AID-EQE551>3.0.CO
[9]  
2-B
[10]   THE ATTENUATION OF GROUND ACCELERATIONS IN EUROPE [J].
AMBRASEYS, NN ;
BOMMER, JJ .
EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 1991, 20 (12) :1179-1202