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catalogo de terremotos para america del sur catalog of earthquakes ...

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I 9<br />

The criteria for tbe selection <strong>of</strong> events, for time <strong>of</strong> origin, epicentral<br />

coordinates and <strong>de</strong>pth were the fol.lowing:<br />

a. Historical macroseisms: give preference to the information obtained<br />

from local pubiications at the Lime <strong>of</strong> tile earthquake;<br />

b. inst umentaY .r tlhquakes from .international sources: select from the<br />

different parsn~et ers those whicl have a better quality factor and the<br />

m10ost a<strong>de</strong>quat e r 'mpI T"p l /1onta cv in f: i- i on<br />

V. 1NI'RES instrumuta:il <strong>earthquakes</strong>: By comparing with the values from<br />

other sources, cmplete the information for the event<br />

Concercning the maximum intensity, tie maximum value given in the cata-<br />

Iogue <strong>of</strong> intensities is iven, for the same event.<br />

For information on magnitu<strong>de</strong>, the rcelationship between local magnitu<strong>de</strong><br />

and the duration <strong>of</strong> the record was kept in mind, using coefficients <strong>de</strong>ter­<br />

oned For the regiton.<br />

"ina1lly , the FlCinn- iEngdah] co<strong>de</strong> for the region was inclu<strong>de</strong>d for every<br />

entry in the <strong>catalog</strong>; this resulted <strong>of</strong> great utility for the selection <strong>of</strong><br />

events by regions.<br />

'2. Determination <strong>of</strong> Intensity and P'rocedure Used:<br />

Olne ,<strong>of</strong> the principal problems present in the evaluation <strong>of</strong> the seismic<br />

intensity was due, fundamentall.y, to the differences in the quality <strong>of</strong> the<br />

e:-iscing constructions before the occurrence <strong>of</strong> each one <strong>of</strong> the <strong>de</strong>structive<br />

eartiluakes. It mu ;t he kept in mind that tile analys s covers an interval<br />

<strong>of</strong> L f 20 or mre 'ears and, furthermore, that in some cases there<br />

are<br />

notable differences in the constructions, during the same epoch, for different<br />

parL <strong>of</strong> tlie country.<br />

For the reasons, for most <strong>of</strong> the historical <strong>earthquakes</strong> ;nnalved, the<br />

adobe constructios was taken as the main reference, to estimate tile seismic<br />

intensity. This type <strong>of</strong> construction is quite uniform throughout the Argentine<br />

territory, existing since the very beginning <strong>of</strong> colonial times, specialiy<br />

in the western region which is the one most affected by <strong>earthquakes</strong>.<br />

For all <strong>of</strong> the cases studied, the estimate <strong>of</strong> intensity was global<br />

isolated cases were not taken into account, since recent seismic events which<br />

have been very well studied, such as that on 23 november 1977, have shown<br />

that apparently very high intensities are due, generally, to very special<br />

local effects or specific <strong>de</strong>sign problems.<br />

PILANS FOR FUTURL UP )ATING<br />

The hypocenter <strong>catalog</strong> is kept up to date with INPRES final <strong>de</strong>terminaions<br />

but it is foreseen that there will be revisions, once each semester,<br />

by comparing such data with that received from international centers.<br />

Concerning the <strong>catalog</strong> <strong>of</strong> intensities, this will be kept up to date

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