Recommendations for probabilistic seismic hazard analysis: Guidance on uncertainty and use of experts

Probabilistic Seismic Hazard Analysis (PSHA) is a methodology that estimates the likelihood that various levels of earthquake-caused ground motion will be exceeded at a given location in a given future time period. Due to large uncertainties in all the geosciences data and in their modeling, multiple model interpretations are often possible. This leads to disagreement among experts, which in the past has led to disagreement on the selection of ground motion for design at a given site. In order to review the present state-of-the-art and improve on the overall stability of the PSHA process, the U.S. Nuclear Regulatory Commission (NRC), the U.S. Department of Energy (DOE), and the Electric Power Research Institute (EPRI) co-sponsored a project to provide methodological guidance on how to perform a PSHA. The project has been carried out by a seven-member Senior Seismic Hazard Analysis Committee (SSHAC) supported by a large number other experts. The SSHAC reviewed past studies, including the Lawrence Livermore National Laboratory and the EPRI landmark PSHA studies of the 1980`s and examined ways to improve on the present state-of-the-art. The Committee`s most important conclusion is that differences in PSHA results are due to procedural rather than technical differences. Thus, in addition to providing a detailed documentation on state-of-the-art elements of a PSHA, this report provides a series of procedural recommendations. The role of experts is analyzed in detail. Two entities are formally defined-the Technical Integrator (TI) and the Technical Facilitator Integrator (TFI)--to account for the various levels of complexity in the technical issues and different levels of efforts needed in a given study.

[1]  Peter A. Morris,et al.  An Axiomatic Approach to Expert Resolution , 1983 .

[2]  Robert L. Winkler,et al.  The Consensus of Subjective Probability Distributions , 1968 .

[3]  W. Milne,et al.  Distribution of earthquake risk in Canada , 1969 .

[4]  Ronald L. Iman,et al.  A FORTRAN-77 PROGRAM AND USER'S GUIDE FOR THE GENERATION OF LATIN HYPERCUBE AND RANDOM SAMPLES FOR USE WITH COMPUTER MODELS , 1984 .

[5]  W. B. Joyner,et al.  ESTIMATION OF RESPONSE SPECTRA AND PEAK ACCELERATIONS FROM WESTERN NORTH AMERICAN EARTHQUAKES: AN INTERIM REPORT PART 2 , 1993 .

[6]  A. Tversky,et al.  Judgment under Uncertainty: Heuristics and Biases , 1974, Science.

[7]  D. P. Schwartz,et al.  Fault behavior and characteristic earthquakes: Examples from the Wasatch and San Andreas Fault Zones , 1984 .

[8]  W. B. Joyner,et al.  A scaling law for the spectra of large earthquakes , 1984 .

[9]  Robin K. McGuire,et al.  The character of high-frequency strong ground motion , 1981 .

[10]  Ralph L. Keeney,et al.  Eliciting probabilities from experts in complex technical problems , 1991 .

[11]  David M. Boore,et al.  Analysis of the ground accelerations radiated by the 1980 Livermore Valley earthquakes for directivity and dynamic source characteristics , 1982 .

[12]  Robin K. McGuire,et al.  Seismic Ground Motion Parameter Relations , 1978 .

[13]  G. Atkinson Earthquake source spectra in eastern North America , 1993 .

[14]  J. Brune Tectonic stress and the spectra of seismic shear waves from earthquakes , 1970 .

[15]  D. Boore Stochastic simulation of high-frequency ground motions based on seismological models of the radiated spectra , 1983 .

[16]  A. Amendola,et al.  Uncertainties in systems reliability modelling: Insight gained through European Benchmark exercises , 1986 .

[17]  George L. Choy,et al.  Acceleration source spectra anticipated for large earthquakes in northeastern North America , 1992 .

[18]  K. Campbell,et al.  NEAR-SOURCE ATTENUATION OF PEAK HORIZONTAL ACCELERATION FROM WORLDWIDE ACCELEROGRAMS RECORDED FROM 1957 TO 1993 , 1994 .

[19]  Robert W. Graves,et al.  Conditions that give rise to unusually large long period ground motions , 1993 .

[20]  Robert T. Clemen,et al.  Combining Overlapping Information , 1987 .

[21]  R. P. Kennedy,et al.  AVAILABILITY NOTICE Availability of Reference Materials Cited in NRC Publications , 1986 .

[22]  Paul Somerville,et al.  Simulation of strong ground motions recorded during the 1985 Michoacán, Mexico and Valparaíso, Chile earthquakes , 1991 .

[23]  D. Wells,et al.  New empirical relationships among magnitude, rupture length, rupture width, rupture area, and surface displacement , 1994, Bulletin of the Seismological Society of America.

[24]  Robert T. Clemen Extraneous expert information , 1985 .

[25]  Paul Somerville,et al.  Simulated hard-rock motions in Saint Louis, Missouri, from large New Madrid earthquakes (Mw ≧ 6.5) , 1997 .

[26]  David M. Boore,et al.  Peak horizontal acceleration and velocity from strong motion records including records from the 1979 Imperial Valley, California, earthquake , 1981 .

[27]  William A. Miller,et al.  A comparison of approaches and implementations for automating decision analysis , 1990 .

[28]  D. Weichert,et al.  Estimation of the earthquake recurrence parameters for unequal observation periods for different magnitudes , 1980 .

[29]  H. Kanamori,et al.  A moment magnitude scale , 1979 .

[30]  Apostolos S. Papageorgiou,et al.  On two characteristic frequencies of acceleration spectra: Patch corner frequency and fmax , 1988 .

[31]  G. Atkinson,et al.  Ground-motion relations for eastern North America , 1995, Bulletin of the Seismological Society of America.

[32]  C. A. Cornell,et al.  The earthquakes of stable continental regions. Volume 1, Assessment of large earthquake potential, Final report , 1994 .

[33]  G. Apostolakis The concept of probability in safety assessments of technological systems. , 1990, Science.

[34]  H Otway,et al.  Expert judgment in risk analysis and management: process, context, and pitfalls. , 1992, Risk analysis : an official publication of the Society for Risk Analysis.

[35]  C. Richter An instrumental earthquake magnitude scale , 1935 .

[36]  C. Allin Cornell,et al.  Temporal and Magnitude Dependence in Earthquake Recurrence Models , 1988 .

[37]  D. Boore The Richter scale: its development and use for determining earthquake source parameters , 1989 .

[38]  R. L. Winkler Combining Probability Distributions from Dependent Information Sources , 1981 .

[39]  Aaron A. Velasco,et al.  Empirical Green function deconvolution of broadband surface waves: rupture directivity of the 1992 Landers, California (Mw = 7.3), earthquake , 1994 .

[40]  Jozef Frans Maria Van Dyck Statistical analysis of earthquake catalogs , 1985 .

[41]  D. M. Kunsman,et al.  Evaluation of severe accident risks and the potential for risk reduction: Sequoyah Power Station, Unit 1 , 1987 .

[42]  N. A. Abrahamson,et al.  Attenuation of vertical peak acceleration , 1989 .

[43]  Ross D. Shachter Probabilistic Inference and Influence Diagrams , 1988, Oper. Res..

[44]  Paul Somerville,et al.  Engineering applications of strong ground motion simulation , 1993 .

[45]  Arch C. Johnston,et al.  Earthquakes in stable continental crust , 1990 .

[46]  M. Degroot Reaching a Consensus , 1974 .

[47]  Robert B. Herrmann,et al.  An extension of random vibration theory estimates of strong ground motion to large distances , 1985 .

[48]  Robert B. Herrmann,et al.  A statistical model for ground motion produced by earthquakes at local and regional distances , 1990, Bulletin of the Seismological Society of America.

[49]  J William,et al.  DEVELOPMENT OF CRITERIA FOR SCENIC ROADS , 1974 .

[50]  David M. Boore,et al.  Moment‐magnitude relations in theory and practice , 1984 .

[51]  Thomas H. Heaton,et al.  Initial investigation of the Landers, California, Earthquake of 28 June 1992 using TERRAscope , 1992 .

[52]  S. Kaplan On The Method of Discrete Probability Distributions in Risk and Reliability Calculations–Application to Seismic Risk Assessment , 1981 .

[53]  C. A. Cornell,et al.  Which 84th percentile do you mean , 1993 .

[54]  Robert R. Youngs,et al.  Implications of fault slip rates and earthquake recurrence models to probabilistic seismic hazard estimates , 1985 .

[55]  David B Slemmons,et al.  State-of-the-Art for Assessing Earthquake Hazards in the United States. Report 6. Faults and Earthquake Magnitude , 1977 .

[56]  John G. Anderson,et al.  A MODEL FOR THE SHAPE OF THE FOURIER AMPLITUDE SPECTRUM OF ACCELERATION AT HIGH FREQUENCIES , 1984 .

[57]  G. E. Apostolakis,et al.  Theoretical foundations and practical issues for using expert judgements in uncertainty analysis of high-level radioactive waste disposal , 1991 .

[58]  Gail M. Atkinson,et al.  The shape of ground motion attenuation curves in southeastern Canada , 1992, Bulletin of the Seismological Society of America.

[59]  Hiroo Kanamori,et al.  Impact of broadband seismology on the understanding of strong motions , 1993, Bulletin of the Seismological Society of America.

[60]  R. Cooke Experts in Uncertainty: Opinion and Subjective Probability in Science , 1991 .

[61]  C. K. Saikia,et al.  Modified frequency-wavenumber algorithm for regional seismograms using Filon's quadrature: modelling of Lg waves in eastern North America , 1994 .

[62]  George E. Apostolakis,et al.  On the Use of Expert Judgments to Estimate the Pressure Increment in the Sequoyah Containment at Vessel Breach , 1994 .

[63]  G. Bollinger,et al.  A comparison of earthquake damage areas as a function of magnitude across the United States , 1993, Bulletin of the Seismological Society of America.

[64]  Gail M. Atkinson,et al.  Recent Trends in Ground Motion and Spectral Response Relations for North America , 1990 .

[65]  L. A. de Béjar,et al.  A Note on Inelastic Response Spectra for Systems with Bilinear Spring Force and Kinematic Strain-Hardening , 1992 .

[66]  Robert L. Winkler,et al.  Sensitivity of Weights in Combining Forecasts , 1992, Oper. Res..

[67]  David M. Boore,et al.  Average body-wave radiation coefficients , 1984 .

[68]  Mihailo D. Trifunac,et al.  On the correlation of seismic intensity scales with the peaks of recorded strong ground motion , 1975 .

[69]  C. Cornell Engineering seismic risk analysis , 1968 .

[70]  W. B. Joyner,et al.  Measurement, Characterization, and Prediction of Strong Ground Motion , 1988 .