A high-frequency magnitude scale

Author:

Atkinson Gail M.1,Hanks Thomas C.2

Affiliation:

1. Department of Earth Sciences Carleton University Ottawa, Ontario Canada KIS 5B6

2. U.S. Geological Survey Menlo Park, California 94025

Abstract

Abstract A high-frequency magnitude scale (m) is proposed: m=2log⁡a˜hf+3, where ãhf is the high-frequency level of the Fourier amplitude spectrum of acceleration in cm/sec (average or random horizontal component), at a hypocentral or closest fault distance of 10 km. m can be determined from either instrumental data or the felt area of an earthquake. The definition of m has been arranged such that m = M (moment magnitude) for events of “average” stress drop, in both eastern North America (ENA) and California. m provides a measure of the stress drop if M is also known. The observed relationship between m and M indicates that the average stress drop is about 150 bars for ENA earthquakes, and about 70 bars for California earthquakes. The variability of stress drop is much larger in ENA than in California. The chief justification for the m scale is its utility in the interpretation of the large preinstrumental earthquakes that are so important to seismic hazard estimation in eastern North America. For such events, m can be determined more reliably than can M or mN (Nuttli magnitude), and forms a much better basis for estimating high-frequency ground motions. When used as a pair, m and M provide a good index of ground motion over the entire engineering frequency band. If both of these magnitudes can be defined for an earthquake then a ground-motion model, such as the stochastic model, can be used to obtain reliable estimates of response spectra and peak ground motions.

Publisher

Seismological Society of America (SSA)

Subject

Geochemistry and Petrology,Geophysics

Cited by 5 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. RELATIONSHIPS AMONG DIFFERENT MAGNITUDES FOR INLAND EARTHQUAKES CLASSIFIED BY FAULT TYPE AND THEIR APPLICATION TO STRONG MOTION PREDICTION;Journal of Structural and Construction Engineering (Transactions of AIJ);2010

2. Simulation of Ground Motion Using the Stochastic Method;Seismic Motion, Lithospheric Structures, Earthquake and Volcanic Sources: The Keiiti Aki Volume;2003

3. Subevent structure of large earthquakes-A ground-motion perspective;Geophysical Research Letters;2001-01-01

4. Estimating earthquake location and magnitude from seismic intensity data;Bulletin of the Seismological Society of America;1997-12-01

5. An empirical study of earthquake source spectra for California earthquakes;Bulletin of the Seismological Society of America;1997-02-01

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