"DATABASE OF HISTORICAL EARTHQUAKE INFORMATION"ESC, Sofia-Bulgaria 1988. Symposium S5: Calibration of Historical Earthquakes in Europe and recent developments in intensity interpretation
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| no. | type | # max |
description field |
| 01 | Character | 4 | year |
| 02 | Character | 2 | month |
| 03 | Character | 2 | day |
| 04 | Character | 1 | factor of quality (FQ) of the date |
| 05 | Character | 7 | origin time |
| 06 | Character | 1 | FQ of time |
| 07 | Character | 2 | nature of event |
| 08 | Character | 4 | relation with main earthquake |
| 09 | Character | 7 | longitude of epicentre |
| 10 | Character | 7 | latitude of epicentre |
| 11 | Character | 1 | FQ of epicentre coordinates |
| 12 | Numerical | 4 | intensity I0 (MSK) |
| 13 | Character | 1 | FQ of I0 |
| 14 | Numerical | 3 | magnitude |
| 15 | Numerical | 2 | depth |
| 16 | Numerical | 3 | RMS of the solution |
| 17 | Numerical | 2 | standard deviation of epicentre solution |
| 18 | Numerical | 2 | standard deviation of depth |
| 19 | Numerical | 2 | number of P and S used for solution |
| 20 | Character | 10 | place-name of epicentre |
| 21 | Character | 9 | territorial codes |
| 22 | Character | 7 | longitude of second location (SL) |
| 23 | Character | 7 | latitude of SL |
| 24 | Character | 1 | FQ of SL coordinates |
| 25 | Numerical | 4 | intensity of SL |
| 26 | Character | 1 | FQ of SL intensity |
| 27 | Character | 10 | place-name of SL |
| 28 | Character | 9 | territorial codes |
| 29 | Character | 3 | natural effects |
| 30 | Character | 10 | social effects |
| 31 | Numerical | 4 | bibliographic reference (in I.G.N.) |
| 32 | Character | 5 | code of author |
| 33 | Character | 4 | date |
| 34 | Character | 4 | page |
| 35 | Character | 4 | FQ of bibliography |
| 36 | Numerical | 4 | source reference |
| 37 | Character | 5 | code |
| 38 | Character | 4 | date |
| 39 | Character | 4 | page |
| 40 | Character | 4 | FQ of source |
| 41 | Character | 12 | code of text of the source |
| 42 | Character | 67 | notes |
| 43 | Character | 67 | notes |
| 44 | Date | 8 | date of the updating record |
This is a field with four characters which
expreses the year of the Christian Era in which the earthquake took place.
It is defined as alpha mumeric to combine letters, signs and numbers, in such a way that
it will be possible to represent, for example the year "12¿?" when referring to
an unknown year of the XIIIth century (AD).
The Spanish Era, The Jewish Calendar, The Hegira, The Julian Calendar, the variations of
The Incarnation and Nativity of Jesus, The Gregorian Reform of The Council of Trento are,
among others, different computations which have been used in the Iberian Peninsula since
the first century B.C., with jumps of dates, readjustments, overlaps and exceptions which
oblige us to use tables of conversion.
The month of the year is expressed with two digits which are defined as alpha-numerical because of the same reason as in the 01 field. In this case "00" means an unknown month and "¿?" a doubtful month. The different months are expressed with the ordinal which they have in the Gregorian calendar, with "0" before the first nine months.
As well as the two preceding fields, which
together with this express the whole date in which the earthquake took place, it is
defined as a character type field with two numbers.
The whole date which identifies an earthquake is expressed in the following way:
YYYY/MM/DD (year, month, day)
It is a field of one character, in which it can be stated from "A" to "D" (fig. 1) a decreasing degree of fiability of the whole date, and it is possible to use "=" or "¿?" as in preceding fields to indicate that the date is whether unknown or doubtful. Moreover, this inaccuracy can be qualified with one of the four degrees of the factor, what brings a greater accuracy in the quality of the date.
Time is defined in hours (from 01 to 24) minutes and tenths of a minute(2) see RODRIGUEZ DE LA TORRE, F. (1987) . An "H" is written between hours and minutes and a "." between minutes and tenths. The origin time "00H00.0" means unknown time. "24H00.0" is used for the midnight.
Here we use the same symbols and degrees as in the 04 field (fig.1)
Here we define if we are dealing with an
earthquake, a false earthquake or a doubtful one, using the symbols "S",
"F" and "D" respectively (fig. 2) .
We have already pointed out, in other studies, that it is convenient to state the
information of earthquakes which later on were proved to be false or wrong. The
qualification "false" could be proved later on as wrong; and even if it wouldn't
be so, the inclusion as a "false" or doubtful earthquake is useful as a starting
point for further investigations.
This field remains empty when the information is referred to the main earthquake; on the contrary, different symbols are used (fig. 3) to represent an aftershock, a premonitory, a swarm, an epicentre at sea (with the characters related to the place outside the sea where it is felt with greater intensity), a volcanic eruption, the beginning of a series of earthquakes, the last aftershock which is felt, or the existence of an isoseismal maps.
It is specified here the geographic longitude of the epicentre in degrees, minutes and tenths of a minute. Since all the longitudes of the area of our study are west of the Meridian of Greenwich, we do not specify it.
It refers to the geographic Latitude of
the epicentre which is expressed in degrees, minutes and tenths of minute. Because of
similar reasons as in the preceding field, it is not expressed that all the epicentres are
north latitude.
The shape (form) of both coordinates will be "99°99.9" ("9" means any
number).
The symbols and degrees which define the factor of quality of the coordinates are represented in fig. 4.(3) trasnlated by Angnès LEVERT (1987,156)
Despite of the fact that we express the intensity according to the M.S.K.scale, which uses roman numbers to express the degrees, we define this field as numerical; we can use ".5" to express that the intensity varies between one degree and the next; i.e. : the intensity VIII-IX will be recorded as "8.5".
The factor of quality of the highest intensity (I0) is defined in fig. 5.(See footnote no. 3)
As we have pointed out in the introduction, this parameter, together with the five which follow(4) see MEZCUA, J. et al. (1983, 9), are used to inform about earthquakes from the instrumental time. This admits a number and a decimal.
We call depth to the hipocentre expressed in Kilometres, with two numbers.
These patterns are used to define earthquakes from the instrumental time.
If the epicentre is situated in a town,
its name should be mentioned; if not, the nearest one.
It can be used the two first characters of ten, which constitute the field, as
"¿?" to indicate that the name is doubtful regardless the factor of quality of
the coordinates.
It has been pointed out that is preferable to transcribe literally the name as it is
expressed in the source with its development or known name as well as to point out the
posible mistake with similar names. An example could be the following: an earthquake in
Aguilas (Murcia-Spain) in november, 6th of 1762, was considered doubtful by the authors
who studied it. Sánchez Navarro-Neumann transcribed the note by J. Milne: "Aquila
(Spain)", and later on it was discovered that he was mistaked, because when copying
from the French A. Perrey the date about earthquakes from Italy and Spain in two
publications with similar names (one is "Sur les tremblements de terre de la
Péninsule Ibérique" and the other "Memoire sur les tremblements de terre de la
Péninsule Italique"), he made an error, situating Aquila in Spain. From this, some
Spanish authors interprete Aquila as Aguilas (Spain).(5) see
MARTÍNEZ-GUEVARA, J.B.; FERNÁNDEZ NAVARRO-SOTO, S. (1987a,50)
The first five numbers are the official
and administrative division in provinces and townships in Spain. It has been used
traditionally a subdivision of the townships which have been called "entities"
(singular or collective) of population. For these we use the same criteria and codes that
the I.N.E. "Instituto Nacional de Estadística" (National Institute of
Statistics) use for the census of population in Spain (Nomenclator). The whole code
includes:
Province (2 numbers)
Township (3 numbers)
Collective entity (2 numbers)
Singular entity (2 numbers)
These patterns are similar to the fields
9, 10, 11, 12 and 13, respectively.
By second location we mean every place we know in which an earthquake ocurred, considering
the epicentre as the first location. There will be a card-index for every second location.
These are similar to the fields 20 and 21 .
We point out the natural effects
associated to the earthquake. If the effects were induced, the first character of this
field would be "E" and if not it would remain empty, although some of the
symbols represented on the the fig. 6 would be written.
The natural effects are always referred to the second location. So when you want to point
any of them referred to the epicentre, the data of the second location will be empty.
This is a field of 8 characters in which the social effects produced by earthquake are codified, and taking into accont the following aspects:
VICTIMS
INJURED
PSICOLOGICAL
ABANDONMENT
DAMAGES
We used five degrees for the first and
fourth aspects, three degrees for the second and four for the third. Equal degree number
does not mean that there is an equivalence among the four aspects. However, some of them
match with the intensities of M.S.K. scale (fig.7).
The value of every one of the social effects is written at the bottom on the right hand
corner of every square, and the final value is the alpha-numeric adition of the different
parts; the order of the columns of the fig.7 is followed. When one or more aspects have
not been studied "00" should be written. I.e.: the code "V2H1P4A5 "
means that the earthquake has produced some victims (V2), light wounded people (H1), that
people got into panic (P4) and general abandonment (A5)
The bibliography has a number of reference to be identified properly. We use the same number of identification like I.G.N. (Instituto Geográfico Nacional). The works which are not catalogued by I.G.N. will have a negative number in the identification, while they are not catalogued. Those number will coincide with the one in other specific database (in which the description and bibliographic location are pointed out with more detail) to which we can relate.
For every author we define a code of five characters which usually coincides with the initial of their name. In the case of two authors we join their initials with the latin conjunction "&" (i.e. "M&MS" means J. Mézcua and J.M. Martínez Solares); when there are more than two authors we follow the same process as in cataloging, that is, putting the first of them followed by "&al" (et alii) (i.e. "V&al" refers to L.A.M. Victor et al.).
The year of publication of the bibliographic reference.
Here we indicate the first page of the publication where the information about the earthquake is.
We refer to the classification of the bliography and sources, together with a criticism of the bibliography (figs. 8 and 9). This field, which has four characters, use the first two to clasify and others for criticism. I.e.: a book which has been classified as "specific bibliography with first hand sources" (B3), of "geological character and some conclussion" (E2), will have the code "B3E2".
We follow the same criteria used in fields 31 to 35.
We prefere to include the whole text from the sources, though by methodological reasons we record the texts individually separated from the database, with a code to indentify them. So here appears the date of the earthquake (year, month and day) and the number of reference of the source (field 36) separated by a stop.
There are 134 characters for observations which may be out of the defined fields.
Finally, we include here the date (day, month and year) of updating of every card-index that is concerned.
The adecuate use of this database leads us to a better way for taking decisions about urban planning. This also allows us to make a rational reduction of the seismical risk. The information of the database is affected by quality factors which, carefully applied, can make more accurate its analysis. The easiness of being able to modify and/or appending fields to the database makes it operative and versatile, in relation with the changes of information or with the criteria for more effective analysis.
A |
RELIABLE |
B |
NOT QUITE RELIABLE |
C |
UNRELIABLE |
D |
FALSE |
fig. 1 fig. 1 (return text)
| S | EARTHQUAKE |
| F | FALSE EARTHQUAKE |
| D | UNSURE |
fig. 2 (return text)
RELATION WITH THE MAIN EARTHQUAKE
1 |
MAIN SHOCK |
P |
PREMONITORY |
Rnn |
AFTERSHOCKS (nn number ) |
ENnn |
SWARM (nn number of days) |
S |
EPICENTRE AT SEA |
+ |
ISOSEISMAL MAP |
ERP |
VOLCANIC ERUPTION |
ST |
1ST OF A SEISMIC SERIES |
ZR |
LAST AFTERSHOCK |
fig. 3 (return text)
A |
ACCURATE |
B |
RELIABLE |
C |
UNPRECISE |
D |
ASSUMED |
E |
ARBITRARY |
I |
UNCOMPLETE INFORMATION |
fig. 4 (return text) (See footnote no. 3)
A |
SURE |
B |
RELATIVELY SURE |
C |
NOT VERIFIED |
I |
UNCOMPLETE INFORMATION |
fig. 5 (return text) (See footnote no. 3)
E |
INDUCED NATURAL EVENTS |
G |
GEOLOGICAL |
T |
TSUNAMIS OR SEICHES |
CT |
LANDSLIDES |
F |
RIVERS OR WATER SOURCES ALTERATION |
R |
NOISE |
L |
LIQUEFACTION |
SU |
SUBSIDENCE |
FL |
EARTHQUAKE LIGHTS |
fig. 6 fig. 6 (return text)
| VICTIMS | INJURED | PSICOLOGICAL | ABANDONMENT | DAMAGES(*) |
| NO VICTIMS
V1 |
NO INJURED
H1 |
FEAR V (MSK) P1 |
SOME PEOPLE V(MSK) A1 |
A3,A4,B2,C1 VII(MSK) D1 |
| DEAD 10%
V2 |
INJURED 10%
H2 |
AWFULNESS
P2 |
MANY PEOPLE QUIT HOUSES A2 |
A4,A5,B3,B4,C2,C3 VIII(MSK) D2 |
| DEAD 50%
V3 |
INJURED 50%
H3 |
TERROR
P3 |
SOME PEOPLE QUIT VILLAGE A3 |
A5,B4,B5 IX(MSK) D3 |
| DEAD 75%
V4 |
INJURED 75%
H4 |
PANIC
P4 |
MANY PEOPLE QUIT VILLAGE A4 |
A5,B5,C4,C5 X(MSK) D4 |
| DEAD 100%
V5 |
INJURED 100%
H5 |
GENERAL ABANDONNENT A5 |
XI(MSK)
D5 |
|
| XII(MSK)
D6 |
(*) The code result of MSK scale classification of structures and damages; i.e. A3.is Structure type "A" and kind of damages "3", etc.
fig. 7 fig. 7 (return text)
BIBLIOGRAPHY |
SOURCES |
||||
PRESS |
STATISTICS |
DOCUMENTS |
NOT WRITTEN |
||
PUBLIC |
PRIVATE |
||||
B1 GENERAL |
P1 LOCAL |
E1 GENERAL |
D1 OFFCIAL |
R1 LETTERS |
N1 ARCHIECTURE |
B2 GENERAL WITH |
P2 REGIONAL |
E2 SPECIFIC |
D2 POLITICAL |
R2 DIARIES |
N2 PICTURE |
B3 GENERAL WITH |
P3 NATIONAL |
E3 ADMINISTRATIVE |
D3 ADMINISTRATIVE |
R3 WRITTEN FOR |
N3 SCULPTUR |
B4 SPECIFIC |
P4 FOREIGNER |
E4 JUDICAL |
D4 JUDICAL |
N4 ARCHEOLOGICAL |
|
B5 SPECIFIC WITH |
P5 SCIENTIFIC |
E5 ECONOMICAL |
D5 ECONOMICAL |
N5 ORAL |
|
B6 SPECIFIC WITH |
P4 OFFICIAL |
E6 RELIGIOUS |
D6 RELIGIOUS |
||
E7 MILITARY |
D7 MILITARY |
||||
fig. 8 fig. 8 (return text)
FQ OF BIBLIOGRAPHY AND SOURCES
| IMPORTANT CONCLUSSIONS | G1 | E1 | S1 | T1 | H1 | R1 |
| SOME CONCLUSSIONS | G2 | E2 | S2 | T2 | H2 | R2 |
| WITHOUT CONCLUSSIONS | G3 | E3 | S3 | T3 | H3 | R3 |
G =
GEOGRAPHIC |
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fig. 9 (return text)
CADIOT, B.; DELAUNAY, J.; HUMBERT, M.; VOGT, J. (1979) "Inventaire et étude des risques géologiques en France au Sérvice Géologique National." L'Espace Géographique, nº 1, 1979, p. 49-56.
LEVRET, A. (1987) "Les études de sismicité historique en France."Jornadas de Estudios sobre Metodología para la investigación histórica de Terremotos. Comunicaciones y Ponencias nº 6. IGN/CSN, Madrid, Abril 1987, p.149-165(return text note 3) (return fig. 4) (return fig. 5)
GÜRPINAR, A. (1987) "Project description seismic data for nuclear power plant siting (INT/9/066)." Jornadas de Estudios sobre Metodología para la investigación histórica de Terremotos. Comunicaciones y Ponencias nº 6. IGN/CSN, Madrid, Abril 1987, p. 3-10. (return text note 1)
MARTINEZ-GUEVARA, J.B.; FERNANDEZ NAVARRO-SOTO, S. (1986) "Documentos de trabajo para un estudio de sismicidad histórica de la Región de Murcia." 1as Jornadas de Estudio del Fenómeno Sísmico y su incidencia en la Ordenación del Territorio. Murcia, Nov. 1986, 14 p.
MARTINEZ-GUEVARA, J.B.; FERNANDEZ NAVARRO-SOTO, S. (1987a) Catalogo sísmico de la Región de Murcia. Tomo I. (sismicidad histórica hasta el siglo XVIII). Inédito.(return text note 5)
MARTINEZ-GUEVARA, J.B.; FERNANDEZ NAVARRO-SOTO, S. (1987b) "Ucronía de la interdisciplinariedad en sismicidad histórica." Jornadas de Estudios sobre Metodología para la investigación histórica de Terremotos. Comunicaciones y Ponencias nº 6. IGN/CSN, Madrid, Abril 1987, p. 98-101
MEZCUA, J; MARTINEZ SOLARES, J.M. (1983) Sismicidad del área Ibero-mogrebí. Pub. 203, I.G.N., Madrid, 301 p.+ 1 mapa (return text note 4)
OLIVEIRA, C. Sousa (1986) A Sismicidade histórica e a revisâo do catálogo sísmico. Laboratorio Nacional de Engenharia Civil. Lisboa, Jan. 1986
OLIVEIRA, C. Sousa (1987) "Some Quantitative measurements for calibrary historical seismicity." Jornadas de Estudios sobre Metodología para la investigación histórica de Terremotos. Comunicaciones y Ponencias nº 6. IGN/CSN, Madrid, Abril 1987, p. 35-43
RODRIGUEZ DE LA TORRE, F. (1987) "Algunas consideraciones en torno a la investigación histórica de la Península Ibérica." Jornadas de Estudios sobre Metodología para la investigación histórica de Terremotos. Comunicaciones y Ponencias nº 6. IGN/CSN, Madrid, Abril 1987, p. 359-368 (return text note 2)
VICTOR, L.A.M.; OLIVEIRA, C.S.; MATOS, D.S.; CARVALHO, A.M.; ALMEIDA, J.M.; NICOLAU, J.S.; MENDOÇA, M.E. (1986) "Basis for the Elaboration of a National Earthquakes Catalogue." Paper submitted to the 8th Europ. Conf. Earthq. Eng., Lisbon
VOGT, T. et al. (1979) Les Tremblements de Terre en France. Memoire du B.R.G.M., num 96, Orleans
European
Seismological Commision
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