Prediction of peak ground motion from earthquakes

1974 ◽  
Vol 64 (5) ◽  
pp. 1563-1574 ◽  
Author(s):  
D. L. Orphal ◽  
J. A. Lahoud

Abstract A statistical analysis shows that the peak horizontal accelerations recorded from the San Fernando earthquake of February 1971 attenuate with focal distance as R−1.39. This attenuation rate is nearly identical to that reported for peak accelerations from underground nuclear explosions. Assuming that the derived attenuation is independent of source parameters and using data from a number of other California earthquakes, the scaling of peak horizontal acceleration with magnitude was determined statistically. Assuming that the attenuation of peak velocity and displacement with distance is identical for earthquakes and underground nuclear explosions, the scaling of earthquake peak velocity and displacement with magnitude was also determined. The equations resulting from these analyses are: a = 6.6 × 10−2 100.40MR−1.39, v = 7.26 × 10−1 100.52M R−1.34 and d = 4.71 × 10−2 100.57MR−1.18, where a, v, and d are maximum acceleration (g), velocity (in centimeters per second) and displacement (in centimeters), respectively, M is the local magnitude, and R is the focal distance (in kilometers). In this analysis, no attempt was made to account for effects of recording site geology.

1972 ◽  
Vol 62 (2) ◽  
pp. 519-540 ◽  
Author(s):  
John A. Blume

abstract Reliable measurements and detailed analyses of the responses of many buildings to ground motion resulting from underground nuclear explosions are providing new and valuable information on the structural-dynamic properties and behavior of real buildings. Much, if not all, of this knowledge is applicable to the problem of resisting natural earthquake ground motion, and it is being obtained as a byproduct of the AEC underground explosive nuclear safety program which is concerned with developing techniques for making reliable predictions of response and any damage. Information is provided on oscillator spectral response values, building responses, modal contributions and combinations versus elapsed time and at times of maximum response, variations in natural periods, foundation material interaction, and biaxial motion in the horizontal plane. Data are shown for nuclear events JORUM and HANDLEY and then compared to those of prior major events. In addition, peak responses of certain Las Vegas buildings to the distant February 1971 San Fernando earthquake (U.S. Geological Survey, 1971) are provided and compared to responses to nuclear events.


1980 ◽  
Vol 70 (1) ◽  
pp. 305-321
Author(s):  
David M. Boore ◽  
William B. Joyner ◽  
Adolph A. Oliver ◽  
Robert A. Page

abstract Strong-motion data from earthquakes of western North America are examined to provide the basis for estimating peak acceleration, velocity, and displacement as a function of distance for three magnitude classes, 5.0 to 5.7, 6.0 to 6.4, and 7.1 to 7.6. Analysis of a subset of the data from the San Fernando earthquake shows that small but statistically significant differences exist between peak values of horizontal acceleration, velocity, and displacement recorded on soil at the base of small structures and values recorded at the base of large structures. The peak acceleration tends to be less and the peak velocity and displacement to be greater at the base of large structures than at the base of small structures. In the distance range used in the regression analysis (15 to 100 km), the values of peak horizontal acceleration recorded at soil sites in the San Fernando earthquake are not significantly different from the values recorded at rock sites, but values of peak horizontal velocity and displacement are significantly greater at soil sites.


2019 ◽  
Vol 91 (2A) ◽  
pp. 573-580 ◽  
Author(s):  
Keith D. Koper

Abstract The Comprehensive Nuclear-Test-Ban Treaty (CTBT) prohibits the testing of all nuclear weapons, no matter how small. Although the CTBT is not yet in force, its verification is supported by the International Monitoring System (IMS), which is about 90% complete. Using IMS data, seismologists are able to detect well-coupled underground nuclear explosions with yields larger than ∼0.5–1  kt anywhere in the world with high confidence. Lowering the detection threshold significantly, say to yields of 10−4–10−1  kt fully coupled, will require augmenting IMS data with records from thousands of seismometers that are deployed in various regional, national, and global networks. It will also require routine analysis (detection, location, and characterization) of small seismic events (M 0–3) that are well recorded only at local distances (<150–200  km). This is the same problem faced by operators of regional seismic networks, who are tasked with developing earthquake catalogs as complete as possible without contamination from explosions and other nonearthquake sources. In the future, verification seismology is likely to become increasingly intertwined with the data, methods, and expertise of regional seismic network operators. Here, I highlight some of the important contributions to verification seismology that have recently been made using data recorded by regional seismic networks in North America, with a focus on small events recorded at local distances.


1990 ◽  
Vol 80 (3) ◽  
pp. 656-674 ◽  
Author(s):  
Eileen S. Vergino ◽  
Richard W. Mensing

Abstract Seismic yield estimation at regional distances will become increasingly important in monitoring a Low-Yield Threshold Test Ban (LYTTB). In order to investigate seismic yield estimation using regional data, we have examined regional mb(Pn) values for a large population of Nevada Test Site (NTS) underground nuclear explosions that occurred in widely varying geologic media with a range of yields from less than 1 kt to 300 kt. Magnitude-yield relationships were developed using data from a set of pre-1985 events (calibration set). To obtain an independent estimate of the uncertainty in estimating yields of events at NTS using mb(Pn) alone, the calibrated relationships were applied to a set of post-1984 events (prediction set). We found that the average uncertainty in the yield estimate, based on a weighted combination of the yield estimates from the four Livermore NTS Network (LNN) seismic stations, is about 1.8 (at the 2σ level). If data are available from all four LNN stations, the uncertainty is about 1.7 (at the 2σ level). By including a term for the gas-filled porosity of the rock near the working point in the magnitude-yield relationship, we were able to develop a single relationship valid for events both above and below the water table, as well as those in alluvium and tuff. We have found, however, systematic differences in the relationships for events in Yucca Flat, Pahute Mesa, and Rainier Mesa.


2020 ◽  
Author(s):  
Dylan Robert Harp ◽  
Suzanne Michelle Bourret ◽  
Philip H. Stauffer ◽  
Ed Michael Kwicklis

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