Seismic magnitude scales
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A seismic scale is used to describe the strength or "size" of an earthquake. There are two types of scales: intensity scales that describe the intensity or severity of ground shaking (quaking) at a given location, and magnitude scales that measure the strength of the seismic event itself, usually based on an instrumental record. The intensity and nature of ground shaking depends on the local geology; at a given locality the intensity of shaking depends on the magnitude and distance of the seismic event.
- 1 Earthquake magnitude and ground-shaking intensity
- 2 Seismic intensity scales
- 3 Magnitude scales
- 3.1 "Richter" magnitude scale
- 3.2 Other "Local" magnitude scales
- 3.3 Body-wave magnitude scales
- 3.4 Surface-wave magnitude scales
- 3.5 Moment magnitude and energy magnitude scales
- 3.6 Energy class (K-class) scale
- 3.7 Tsunami magnitude scales
- 3.8 Duration and Coda magnitude scales
- 3.9 Macroseismic magnitude scales
- 3.10 Other magnitude scales
- 4 See also
- 5 Notes
- 6 Sources
- 7 External links
Earthquake magnitude and ground-shaking intensity
The Earth's crust is stressed by tectonic forces. When this stress becomes great enough to rupture the crust, or to overcome the friction that prevents one block of crust from slipping past another, energy is released, some of it in the form of various kinds of seismic waves that cause ground-shaking, or quaking.
Magnitude is an estimate of the relative "size" or strength of an earthquake, and thus its potential for causing ground-shaking. It is "approximately related to the released seismic energy."
Intensity refers to the strength or force of shaking at a given location, and can be related to the peak ground velocity. Prior to the development of strong-motion accelerometers that can measure peak ground speed directly, the intensity of the earth-shaking was estimated on the basis of the observed effects (damage), as categorized on various intensity scales. With an isoseismal map of the observed intensities (see illustration) an earthquake's magnitude can be estimated from both the maximum intensity observed (usually but not always near the epicenter), and from the extent of the area where the earthquake was felt.
The intensity of local ground-shaking depends on several factors besides the magnitude of the earthquake, one of the most important being soil conditions. For instance, thick layers of soft soil (such as fill) can amplify seismic waves, often at a considerable distance from the source, while sedimentary basins will often resonate, increasing the duration of shaking. This is why, in the 1989 Loma Prieta earthquake, the Marina district of San Francisco was one of the most damaged areas, though it was nearly 100 km from the epicenter. Geological structures were also significant, such as where seismic waves passing under the south end of San Francisco Bay reflected off the base of the Earth's crust towards San Francisco and Oakland. A similar effect channeled seismic waves between the other major faults in the area.
Seismic intensity scales
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The first simple classification of earthquake intensity was devised by Domenico Pignataro in the 1780s. However, the first recognisable intensity scale in the modern sense of the word was drawn up by P.N.G. Egen in 1828; it was ahead of its time. The first widely adopted intensity scale, the Rossi–Forel scale, was introduced in the late 19th century. Since then numerous intensity scales have been developed and are used in different parts of the world.
|Country/Region||Seismic intensity scale used|
|China||Liedu scale (GB/T 17742-1999)|
|Europe||European Macroseismic Scale (EMS-98)|
|Hong Kong||Modified Mercalli scale (MM)|
|Israel||Medvedev–Sponheuer–Karnik scale (MSK-64)|
|Kazakhstan||Medvedev–Sponheuer–Karnik scale (MSK-64)|
|Philippines||PHIVOLCS Earthquake Intensity Scale (PEIS)|
|Russia||Medvedev–Sponheuer–Karnik scale (MSK-64)|
|United States||Modified Mercalli scale (MM)|
Unlike magnitude scales, intensity scales do not have a mathematical basis; instead they are an arbitrary ranking based on observed effects. Most seismic intensity scales have twelve degrees of intensity and are roughly equivalent to one another in values but vary in the degree of sophistication employed in their formulation.
An earthquake radiates energy in the form of different kinds of seismic waves, whose characteristics reflect the nature of both the rupture and the earth's crust the waves travel through. Determination of an earthquake's magnitude generally involves identifying specific kinds of these waves on a seismogram, and then measuring one or more characteristics of a wave, such as its timing, orientation, amplitude, frequency, or duration. Additional adjustments are made for distance, kind of crust, and the characteristics of the seismograph that recorded the seismogram.
The various magnitude scales represent different ways of deriving magnitude from such information as is available. All magnitude scales retain the logarithmic scale as devised by Charles Richter, and are adjusted so the mid-range approximately correlates with the original "Richter" scale.
Since 2005 the International Association of Seismology and Physics of the Earth's Interior (IASPEI) has standardized the measurement procedures and equations for the principal magnitude scales, ML, Ms, mb, mB and mbLg.
"Richter" magnitude scale
The first scale for measuring earthquake magnitudes, developed in 1935 by Charles F. Richter and popularly known as the "Richter" scale, is actually the Local magnitude scale, label ML or ML. Richter established two features now common to all magnitude scales. First, the scale is logarithmic, so that each unit represents a ten-fold increase in the amplitude of the seismic waves. As the energy of a wave is 101.5 times its amplitude, each unit of magnitude represents a nearly 32-fold increase in the energy (strength) of an earthquake.
Second, Richter arbitrarily defined the zero point of the scale to be where an earthquake at a distance of 100 km makes a maximum horizontal displacement of 0.001 millimeters (1 µm, or 0.00004 in.) on a seismogram recorded with a Wood-Anderson torsion seismograph. Subsequent magnitude scales are calibrated to be approximately in accord with the original "Richter" (local) scale around magnitude 6.
All "Local" (ML) magnitudes are based on the maximum amplitude of the ground shaking, without distinguishing the different seismic waves. They underestimate the strength:
- of distant earthquakes (over ~600 km) because of attenuation of the S-waves,
- of deep earthquakes because the surface waves are smaller, and
- of strong earthquakes (over M ~7) because they do not take into account the duration of shaking.
The original "Richter" scale, developed in the geological context of Southern California and Nevada, was later found to be inaccurate for earthquakes in the central and eastern parts of the continent (everywhere east of the Rocky Mountains) because of differences in the continental crust. All these problems prompted development of other scales.
Other "Local" magnitude scales
Richter's original "local" scale has been adapted for other localities. These may be labelled "ML", or with a lowercase "l", either Ml, or Ml. (Not to be confused with the Russian surface-wave MLH scale.) Whether the values are comparable depends on whether the local conditions have been adequately determined and the formula suitably adjusted.
Japanese Meteorological Agency magnitude scale
In Japan, for shallow (depth < 60 km) earthquakes within 600 km, the Japanese Meteorological Agency calculates a magnitude labeled MJMA, MJMA, or MJ. (These should not be confused with moment magnitudes JMA calculates, which are labeled Mw(JMA) or M(JMA).) The magnitudes are based (as typical with local scales) on the maximum amplitude of the ground motion; they agree "rather well" with the seismic moment magnitude Mw in the range of 4.5 to 7.5, but underestimate larger magnitudes.
Body-wave magnitude scales
The original "body-wave magnitude" – mB or mB (uppercase "B") – was developed by Gutenberg (1945b, 1945c) and Gutenberg & Richter (1956) to overcome the distance and magnitude limitations of the ML scale inherent in the use of surface waves. mB is based on the P- and S-waves, measured over a longer period, and does not saturate until around M 8. However, it is not sensitive to events smaller than about M 5.5. Use of mB as originally defined has been largely abandoned, now replaced by the standardized mBBB scale.
The mb or mb scale (lowercase "m" and "b") is similar to mB, but uses only P-waves measured in the first few seconds on a specific model of short-period seismograph. It was introduced in the 1960s with the establishment of the World Wide Standardized Seismograph Network (WWSSN) for monitoring compliance with the 1963 Partial Nuclear Test Ban Treaty; the short period improves detection of smaller events, and better discriminates between tectonic earthquakes and underground nuclear explosions.
Measurement of mb has changed several times. As originally defined by Gutenberg (1945c) mb was based on the maximum amplitude of waves in the first 10 seconds or more. However, the length of the period influences the magnitude obtained. Early USGS/NEIC practice was to measure mb on the first second (just the first few P-waves), but since 1978 they measure the first twenty seconds. The modern practice is to measure short-period mb scale at less than three seconds, while the broadband mBBB scale is measured at periods of up to 30 seconds.
The regional mbLg scale – also denoted mb_Lg, mbLg, MLg (USGS), Mn, and mN – was developed by Nuttli (1973) for a problem the original ML scale could not handle: all of North America east of the Rocky Mountains. The ML scale was developed in southern California, which lies on blocks of oceanic crust, typically basalt or sedimentary rock, which have been accreted to the continent. East of the Rockies the continent is a craton, a thick and largely stable mass of continental crust that is largely granite, a harder rock with different seismic characteristics. In this area the ML scale gives anomalous results for earthquakes which by other measures seemed equivalent to quakes in California.
Nuttli resolved this by measuring the amplitude of short-period (~1 sec.) Lg waves, a complex form of the Love wave which, although a surface wave, he found provided a result more closely related the mb scale than the Ms scale. Lg waves attenuate quickly along any oceanic path, but propagate well through the granitic continental crust, and MbLg is often used in areas of stable continental crust; it is especially useful for detecting underground nuclear explosions.
Surface-wave magnitude scales
Surface waves propagate along the Earth's surface, and are principally either Rayleigh waves or Love waves. For shallow earthquakes the surface waves carry most of the energy of the earthquake, and are the most destructive. Deeper earthquakes, having less interaction with the surface, produce weaker surface waves.
The surface-wave magnitude scale, variously denoted as Ms, MS, and Ms, is based on a procedure developed by Beno Gutenberg in 1942 for measuring shallow earthquakes stronger or more distant than Richter's original scale could handle. Notably, it measured the amplitude of surface waves (which generally produce the largest amplitudes) for a period of "about 20 seconds". The Ms scale approximately agrees with ML at ~6, then diverges by as much as half a magnitude. A revision by Nuttli (1983), sometimes labeled MSn, measures only waves of the first second.
A modification – the "Moscow-Prague formula" – was proposed in 1962, and recommended by the IASPEI in 1967; this is the basis of the standardized Ms20 scale (Ms_20, Ms(20)). A "broad-band" variant (Ms_BB, Ms(BB)) measures the largest velocity amplitude in the Rayleigh-wave train for periods up to 60 seconds. The MS7 scale used in China is a variant of Ms calibrated for use with the Chinese-made "type 763" long-period seismograph.
The MLH scale used in some parts of Russia is actually a surface wave magnitude.
Moment magnitude and energy magnitude scales
Other magnitude scales are based on aspects of seismic waves that only indirectly and incompletely reflect the force of an earthquake, involve other factors, and are generally limited in some respect of magnitude, focal depth, or distance. The moment magnitude scale – Mw or Mw – developed by Kanamori (1977) and Hanks & Kanamori (1979), is based on an earthquake's seismic moment, M0, a measure of how much "work" an earthquake does in sliding one patch of rock past other rock. Seismic moment is measured in Newton-meters (N • m or Nm) in the SI system of measurement, or dyne-centimeters (dyn-cm) in the older CGS system. In the simplest case the moment can be calculated knowing only the amount of slip, the area of the surface ruptured or slipped, and a factor for the resistance or friction encountered. These factors can be estimated for an existing fault to determine the magnitude of past earthquakes, or what might be anticipated for the future.
An earthquake's seismic moment can be estimated in various ways, which are the bases of the Mwb, Mwr, Mwc, Mww, Mwp, Mi, and Mwpd scales, all subtypes of the generic Mw scale. See Moment magnitude scale#Subtypes for details.
Seismic moment is considered the most objective measure of an earthquake's "size" in regard of total energy. However, it is based on a simple model of rupture, and on certain simplifying assumptions; it incorrectly assumes that the proportion of energy radiated as seismic waves is the same for all earthquakes.
Much of an earthquake's total energy as measured by Mw is dissipated as friction (resulting in heating of the crust). An earthquake's potential to cause strong ground shaking depends on the comparatively small fraction of energy radiated as seismic waves, and is better measured on the energy magnitude scale, Me. The proportion of total energy radiated as seismic varies greatly depending on focal mechanism and tectonic environment; Me and Mw for very similar earthquakes can differ by as much as 1.4 units.
Despite the usefulness of the Me scale, it is not generally used due to difficulties in estimating the radiated seismic energy.
Energy class (K-class) scale
K (from the Russian word класс, "class", in the sense of a category) is a measure of earthquake magnitude in the energy class or K-class system, developed in 1955 by Soviet seismologists in the remote Garm (Tadjikistan) region of Central Asia; in revised form it is still used for local and regional quakes in many states formerly aligned with the Soviet Union (including Cuba). Based on seismic energy (K = log ES, in Joules), difficulty in implementing it using the technology of the time led to revisions in 1958 and 1960. Adaptation to local conditions has led to various regional K scales, such as KF and KS.
K values are logarithmic, similar to Richter-style magnitudes, but have a different scaling and zero point. K values in the range of 12 to 15 correspond approximately to M 4.5 to 6. M(K), M(K), or possibly MK indicates a magnitude M calculated from an energy class K.
Tsunami magnitude scales
Earthquakes that generate tsunamis generally rupture relatively slowly, delivering more energy at longer periods (lower frequencies) than generally used for measuring magnitudes. Any skew in the spectral distribution can result in larger, or smaller, tsunamis than expected for a nominal magnitude. The tsunami magnitude scale, Mt, is based on a correlation by Katsuyuki Abe of earthquake seismic moment (M0) with the amplitude of tsunami waves as measured by tidal gauges. Originally intended for estimating the magnitude of historic earthquakes where seismic data is lacking but tidal data exist, the correlation can be reversed to predict tidal height from earthquake magnitude. (Not to be confused with the height of a tidal wave, or run-up, which is an intensity effect controlled by local topography.) Under low-noise conditions, tsunami waves as little as 5 cm can be predicted, corresponding to an earthquake of M ~6.5.
Another scale of particular importance for tsunami warnings is the mantle magnitude scale, Mm. This is based on Rayleigh waves that penetrate into the Earth's mantle, and can be determined quickly, and without complete knowledge of other parameters such as the earthquake's depth.
Duration and Coda magnitude scales
Md designates various scales that estimate magnitude from the duration or length of some part of the seismic wave-train. This is especially useful for measuring local or regional earthquakes, both powerful earthquakes that might drive the seismometer off-scale (a problem with the analog instruments formerly used) and preventing measurement of the maximum wave amplitude, and weak earthquakes, whose maximum amplitude is not accurately measured. Even for distant earthquakes, measuring the duration of the shaking (as well as the amplitude) provides a better measure of the earthquake's total energy. Measurement of duration is incorporated in some modern scales, such as Mwpd and mBc.
Mc scales usually measure the duration or amplitude of a part of the seismic wave, the coda. For short distances (less than ~100 km) these can provide a quick estimate of magnitude before the quake's exact location is known.
Macroseismic magnitude scales
Magnitude scales generally are based on instrumental measurement of some aspect of the seismic wave as recorded on a seismogram. Where such records do not exist, magnitudes can be estimated from reports of the macroseismic events such as described by intensity scales.
One approach for doing this (developed by Beno Gutenberg and Charles Richter in 1942) relates the maximum intensity observed (presumably this is over the epicenter), denoted I0 (capital I, subscripted zero), to the magnitude. It has been recommended that magnitudes calculated on this basis be labeled Mw(I0), but are sometimes labeled with a more generic Mms.
Another approach is to make an isoseismal map showing the area over which a given level of intensity was felt. The size of the "felt area" can also be related to the magnitude (based on the work of Frankel 1994 and Johnston 1996). While the recommended label for magnitudes derived in this way is M0(An), the more commonly seen label is Mfa. A variant, MLa, adapted to California and Hawaii, derives the Local magnitude (ML) from the size of the area affected by a given intensity. MI (upper-case letter "I", distinguished from the lower-case letter in Mi) has been used for moment magnitudes estimated from isoseismal intensities calculated per Johnston 1996.
Peak Ground Velocity (PGV) and Peak Ground Acceleration (PGA) are measures of the force that causes destructive ground shaking. In Japan, a network of strong-motion accelerometers provides PGA data that permits site-specific correlation with different magnitude earthquakes. This correlation can be inverted to estimate the ground shaking at that site due to an earthquake of a given magnitude at a given distance. From this a map showing areas of likely damage can be prepared within minutes of an actual earthquake.
Other magnitude scales
Many earthquake magnitude scales have been developed or proposed, with some never gaining broad acceptance and remaining only as obscure references in historical catalogs of earthquakes. Other scales have been used without a definite name, often referred to as "the method of Smith (1965)" (or similar language), with the authors often revising their method. On top of this, seismological networks vary on how they measure seismograms. Where the details of how a magnitude has been determined are unknown catalogs will specify the scale as unknown (variously Unk, Ukn, or UK). In such cases the magnitude is considered generic and approximate.
A special case is the "Seismicity of the Earth" catalog of Gutenberg & Richter (1954). Hailed as a milestone as a comprehensive global catalog of earthquakes with uniformly calculated magnitudes, they never published the details of how they determined those magnitudes. Consequently, while some catalogs identify these magnitudes as MGR, others use UK (meaning "computational method unknown"). Subsequent study found that most of the MGR magnitudes "are basically Ms for large shocks shallower than 40 km, but are basically mB for large shocks at depths of 40–60 km." Further study has found many of the Ms values to be "considerably overestimated."
- Earthquake engineering
- Magnitude of completeness
- Peak ground acceleration
- Seismic performance
- Spectral acceleration
- Bormann, Wendt & Di Giacomo 2013, p. 37. The relationship between magnitude and the energy released is complicated. See §22.214.171.124 and §3.3.3 for details.
- Bormann, Wendt & Di Giacomo 2013, §126.96.36.199.
- Bolt 1993, p. 164 et seq..
- Bolt 1993, pp. 170–171.
- Bolt 1993, p. 170.
- David Alexander (1993). Natural Disasters (First ed.). Springer Science+Business Media. p. 28. ISBN 978-0-412-04741-1.
- "The European Macroseismic Scale EMS-98". Centre Européen de Géodynamique et de Séismologie (ECGS). Retrieved 2013-07-26.
- "Magnitude and Intensity of an Earthquake". Hong Kong Observatory. Retrieved 2008-09-15.
- "The Severity of an Earthquake". U.S. Geological Survey. Retrieved 2012-01-15.
- See Bolt 1993, Chapters 2 and 3, for a very readable explanation of these waves and their interpretation. J. R. Kayal's excellent description of seismic waves can be found here.
- See Havskov & Ottemöller 2009, §1.4, pp. 20–21, for a short explanation, or MNSOP-2 EX 3.1 2012 for a technical description.
- Chung & Bernreuter 1980, p. 1.
- IASPEI IS 3.3 2014, pp. 2-3.
- Kanamori 1983, p. 187.
- Richter 1935, p. 7.
- Spence, Sipkin & Choy 1989, p. 61.
- Richter 1935, pp. 5; Chung & Bernreuter 1980, p. 10. Subsequently redefined by Hutton & Boore 1987 as 10 mm of motion by an ML 3 quake at 17 km.
- Chung & Bernreuter 1980, p. 1; Kanamori 1983, p. 187, figure 2.
- Chung & Bernreuter 1980, p. ix.
- The USGS policy for reporting magnitudes to the press was posted at USGS policy, but has been removed. A copy can be found at http://dapgeol.tripod.com/usgsearthquakemagnitudepolicy.htm.
- Bormann, Wendt & Di Giacomo 2013, §3.2.4, p. 59.
- Rautian & Leith 2002, pp. 158, 162.
- See Datasheet 3.1 in NMSOP-2 for a partial compilation and references.
- Katsumata 1996; Bormann, Wendt & Di Giacomo 2013, §188.8.131.52, p. 78; Doi 2010.
- Bormann & Saul 2009, p. 2478.
- See also figure 3.70 in NMSOP-2.
- Havskov & Ottemöller 2009, p. 17.
- Bormann, Wendt & Di Giacomo 2013, p. 37; Havskov & Ottemöller 2009, §6.5. See also Abe 1981.
- Havskov & Ottemöller 2009, p. 191.
- Bormann & Saul 2009, p. 2482.
- MNSOP-2/IASPEI IS 3.3 2014, §4.2, pp. 15-16.
- Kanamori 1983, pp. 189, 196; Chung & Bernreuter 1980, p. 5.
- Bormann, Wendt & Di Giacomo 2013, pp. 37,39; Bolt (1993, pp. 88–93) examines this at length.
- Bormann, Wendt & Di Giacomo 2013, p. 103.
- IASPEI IS 3.3 2014, p. 18.
- Nuttli 1983, p. 104; Bormann, Wendt & Di Giacomo 2013, p. 103.
- IASPEI/NMSOP-2 IS 3.2 2013, p. 8.
- Bormann, Wendt & Di Giacomo 2013, §184.108.40.206. The "g" subscript refers to the granitic layer through which Lg waves propagate. Chen & Pomeroy 1980, p. 4. See also J. R. Kayal, "Seismic Waves and Earthquake Location", here, page 5.
- Nuttli 1973, p. 881.
- Bormann, Wendt & Di Giacomo 2013, §220.127.116.11.
- Havskov & Ottemöller 2009, pp. 17–19. See especially figure 1-10.
- Gutenberg 1945a; based on work by Gutenberg & Richter 1936.
- Gutenberg 1945a.
- Kanamori 1983, p. 187.
- Stover & Coffman 1993, p. 3.
- Bormann, Wendt & Di Giacomo 2013, pp. 81–84.
- MNSOP-2 DS 3.1 2012, p. 8.
- Bormann et al. 2007, p. 118.
- Rautian & Leith 2002, pp. 162, 164.
- The IASPEI standard formula for deriving moment magnitude from seismic moment is
Mw = (2/3) (log M0 – 9.1). Formula 3.68 in Bormann, Wendt & Di Giacomo 2013, p. 125.
- Anderson 2003, p. 944.
- Havskov & Ottemöller 2009, p. 198
- Havskov & Ottemöller 2009, p. 198; Bormann, Wendt & Di Giacomo 2013, p. 22.
- Bormann, Wendt & Di Giacomo 2013, p. 23
- NMSOP-2 IS 3.6 2012, §7.
- See Bormann, Wendt & Di Giacomo 2013, §18.104.22.168 for an extended discussion.
- NMSOP-2 IS 3.6 2012, §5.
- Bormann, Wendt & Di Giacomo 2013, p. 131.
- Rautian et al. 2007, p. 581.
- Rautian et al. 2007; NMSOP-2 IS 3.7 2012; Bormann, Wendt & Di Giacomo 2013, §22.214.171.124.
- Bindi et al. 2011, p. 330. Additional regression formulas for various regions can be found in Rautian et al. 2007, Tables 1 and 2. See also IS 3.7 2012, p. 17.
- Rautian & Leith 2002, p. 164.
- Bormann, Wendt & Di Giacomo 2013, §126.96.36.199, p. 124.
- Abe 1979; Abe 1989, p. 28. More precisely, Mt is based on far-field tsunami wave amplitudes in order to avoid some complications that happen near the source. Abe 1979, p. 1566.
- Blackford 1984, p. 29.
- Abe 1989, p. 28.
- Bormann, Wendt & Di Giacomo 2013, §188.8.131.52.
- Bormann, Wendt & Di Giacomo 2013, §184.108.40.206.
- Havskov & Ottemöller 2009, §6.3.
- Bormann, Wendt & Di Giacomo 2013, §220.127.116.11, pp. 71–72.
- Musson & Cecić 2012, p. 2.
- Gutenberg & Richter 1942.
- Grünthal 2011, p. 240.
- Grünthal 2011, p. 240.
- Stover & Coffman 1993, p. 3.
- Engdahl & Villaseñor 2002.
- Makris & Black 2004, p. 1032.
- Doi 2010.
- NMSOP-2 IS 3.2, pp. 1–2.
- Abe 1981, p. 74; Engdahl & Villaseñor 2002, p. 667.
- Engdahl & Villaseñor 2002, p. 688.
- Abe 1981, p. 72.
- Abe & Noguchi 1983.
- Abe, K. (April 1979), "Size of great earthquakes of 1837 – 1874 inferred from tsunami data", Journal of Geophysical Research, 84 (B4): 1561–1568, doi:10.1029/JB084iB04p01561.
- Abe, K. (October 1981), "Magnitudes of large shallow earthquakes from 1904 to 1980", Physics of the Earth and Planetary Interiors, 27 (1): 72–92, doi:10.1016/0031-9201(81)90088-1.
- Abe, K. (September 1989), "Quantification of tsunamigenic earthquakes by the Mt scale", Tectonophysics, 166 (1-3): 27–34, doi:10.1016/0040-1951(89)90202-3.
- Abe, K; Noguchi, S. (August 1983), "Revision of magnitudes of large shallow earthquakes, 1897-1912", Physics of the Earth and Planetary Interiors, 33 (1): 1–11, doi:10.1016/0031-9201(83)90002-X.
- Anderson, J. G. (2003), "Chapter 57: Strong-Motion Seismology", International Handbook of Earthquake & Engineering Seismology, Part B, pp. 937–966, ISBN 0-12-440658-0.
- Bindi, D.; Parolai, S.; Oth, K.; Abdrakhmatov, A.; Muraliev, A.; Zschau, J. (October 2011), "Intensity prediction equations for Central Asia", Geophysical Journal International, 187: 327–337, doi:10.1111/j.1365-246X.2011.05142.x.
- Blackford, M. E. (1984), "Use of the Abe magnitude scale by the Tsunami Warning System." (PDF), Science of Tsunami Hazards: The International Journal of The Tsunami Society, 2 (1): 27–30.
- Bolt, B. A. (1993), Earthquakes and geological discovery, Scientific American Library, ISBN 0-7167-5040-6.
- Bormann, P., ed. (2012), New Manual of Seismological Observatory Practice 2 (NMSOP-2), Potsdam: IASPEI/GFZ German Research Centre for Geosciences, doi:10.2312/GFZ.NMSOP-2.
- Bormann, P. (2012), "Data Sheet 3.1: Magnitude calibration formulas and tables, comments on their use and complementary data." (PDF), in Bormann, New Manual of Seismological Observatory Practice 2 (NMSOP-2), doi:10.2312/GFZ.NMSOP-2_DS_3.1.
- Bormann, P. (2012), "Exercise 3.1: Magnitude determinations" (PDF), in Bormann, New Manual of Seismological Observatory Practice 2 (NMSOP-2), doi:10.2312/GFZ.NMSOP-2_EX_3.
- Bormann, P. (2013), "Information Sheet 3.2: Proposal for unique magnitude and amplitude nomenclature" (PDF), in Bormann, New Manual of Seismological Observatory Practice 2 (NMSOP-2), doi:10.2312/GFZ.NMSOP-2_IS_3.3.
- Bormann, P.; Dewey, J. W. (2014), "Information Sheet 3.3: The new IASPEI standards for determining magnitudes from digital data and their relation to classical magnitudes." (PDF), in Bormann, New Manual of Seismological Observatory Practice 2 (NMSOP-2), doi:10.2312/GFZ.NMSOP-2_IS_3.3.
- Bormann, P.; Fugita, K.; MacKey, K. G.; Gusev, A. (July 2012), "Information Sheet 3.7: The Russian K-class system, its relationships to magnitudes and its potential for future development and application" (PDF), in Bormann, New Manual of Seismological Observatory Practice 2 (NMSOP-2), doi:10.2312/GFZ.NMSOP-2_IS_3.7.
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- Doi, K. (2010), "Operational Procedures of Contributing Agencies" (PDF), Bulletin of the International Seismological Centre, 47 (7–12): 25, ISSN 2309-236X. Also available here (sections renumbered).
- Engdahl, E. R.; Villaseñor, A. (2002), "Chapter 41: Global Seismicity: 1900–1999", in Lee, W.H.K.; Kanamori, H.; Jennings, P.C.; Kisslinger, C., International Handbook of Earthquake and Engineering Seismology (PDF), Part A, Academic Press, pp. 665–690, ISBN 0-12-440652-1.
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