INSTRUMENTAL INTENSITY AS A TOOL FOR POST-EARTHQUAKE
DAMAGE ASSESSMENT: VALIDATION FOR THE STRONG
VRANCEA EARTHQUAKES OF AUGUST 1986 AND MAY 1990
Iolanda-Gabriela CRAIFALEANU 1, Ioan Sorin BORCIA 2
ABSTRACT
REZUMAT
The frequency-dependent spectrum based seismic
intensity, also called instrumental intensity, is calculated
basically from the integration of the square values of
spectral acceleration ordinates. The values of the
instrumental intensity are calibrated to match the values
of the EMS-98 intensity scale, providing a promising
analytical indicator for estimating the destructive potential
of earthquakes. Previous studies have shown that the
proposed index could be used as a basis for the
development of a new improved seismic intensity scale.
The paper presents a set of maps describing the spatial
distribution of instrumental intensity ordinates for three
seismic events recorded in 1986 and 1990. These events,
generated by the Vrancea source, are the strongest
earthquakes in Romania for which accelerographic data
was recorded at multiple stations. Intensity maps were
generated for separate significant frequency bands, in
order to reveal the destructiveness of the considered
earthquakes for different building categories. Results were
compared and correlated with previous studies on Vrancea
earthquakes and with information provided by building
damage reports from the considered earthquakes.
Intensitatea seismică bazată pe spectrul de răspuns,
denumită şi intensitate instrumentală, este calculată pe
baza integrării pătratelor valorilor acceleraţiilor spectrale.
Valorile intensităţii instrumentale sunt calibrate astfel încât
să corespundă valorilor scării de intensitate seismică EMS98, reprezentând un indicator analitic promiţător în
estimarea potenţialului distructiv al seismelor. Studii
anterioare au arătat că intensitatea seismică instrumentală
ar putea fi utilizată drept bază pentru dezvoltarea unei
scări de intensitate seismică îmbunătăţite. Articolul
prezintă o serie de hărţi care descriu distribuţia spaţială a
ordonatelor intensităţii instrumentale pentru 3 evenimente
seismice înregistrate în 1986 şi 1990. Aceste evenimente,
generate de sursa Vrancea, sunt cele mai puternice
cutremure produse în România, pentru care au fost
înregistrate date accelerografice în multiple staţii. Au fost
generate hărţi de intensitate seismică pentru benzi de
frecvenţe considerate semnificative, cu scopul de a releva
potenţialul distructiv al cutremurelor menţionate, pentru
diferite categorii de clădiri. Rezultatele au fost comparate
şi corelate cu studiile existente referitoare la cutremurele
vrâncene şi cu informaţiile furnizate de rapoartele privind
avarierile produse clădirilor de seismele respective.
Key-words: spectrum based seismic intensity, Vrancea
earthquakes, EMS-98 seismic intensity scale, seismic intensity
maps
Cuvinte cheie: intensitatea seismică bazată pe spectru,
cutremure vrâncene, scara de intensitate seismică
EMS-98, hărţi de intensitate seismică
1)
Corresponding author: Technical University of Civil Engineering Bucharest and National Institute for Research and
Development in Construction, Urban Planning and Sustainable Spatial Development “URBAN-INCERC”, INCERC Bucharest
Branch; e-mail: i.craifaleanu@gmail.com, iolanda@incerc2004.ro
2)
National Research and Development Institute URBAN-INCERC, INCERC Bucharest Branch; e-mail: isborcia@incerc2004.ro
CONSTRUCŢII – Nr. 1 / 2011
25
I.G. Craifaleanu, I.S. Borcia
2. INSTRUMENTAL INTENSITY MAPS
1. INTRODUCTION
The intensity based on destructiveness
spectrum, id is defined by the following
expression [Sandi, 1987, Sandi et al., 1998]
id log 4 w a2 t , , dt 5.75
(1)
where wa t , , is the absolute acceleration
(m / s2), for a pendulum of natural frequency (Hz),
and 5% is the damping ratio. The values of the
above instrumental intensity are calibrated to match
the values of the EMS-98 intensity scale.
In order to assess the destructiveness on
separate frequency bands, the intensity in equation
(1) was averaged upon spectral bands, ( ),
the averaging rule being described by the following
equation:
id* , log 7.5{1 / ln ( )
[( w a2 t , , dt ) d ]} 6.45
(2)
The analysis was related to the 36 dB frequency
band (0.25 Hz…16.0 Hz), adopted as a reference.
This was divided into twelve 3 dB subintervals. The
Id12 intensity values calculated for these 12
subintervals were denoted, in order, by Id121,
Id122 … Id1212. From these intervals, only 4,
considered as characteristic for a large part of the
frequency range of building structures, were studied,
as shown in Table 1. For convenience, frequency
intervals were expressed as period intervals. Results
obtained by using different other frequency intervals
were presented in [Craifaleanu and Borcia, 2010
and 2011].
Table 1.
Symbols used to denote averaged instrumental
intensities and corresponding intervals
used for 12-subinterval averaging
26
Symbol
T(s)
T(s)
Id 124
1.00
1.41
Id 125
0.71
1.00
Id 126
Id 127
0.50
0.35
0.71
0.50
The maps of the spatial distribution of intensities
in Table 1 were generated, for the three strongest
Vrancea earthquakes for which accelerographic data
was recorded at multiple stations. These are the
earthquakes of August 30, 1986 (Mw = 7.1, focal
depth h = 133 km), May 30, 1990 (Mw = 6.9,
h = 91 km), and May 31, 1990 (M w = 6.4,
h = 87 km).
It should be noted that the set of stations
providing seismic data was different for each seismic
event, either due to the gradual expansion of seismic
networks in Romania, or to the accidental malfunction
of some instruments. Furthermore, the uneven spatial
distribution of stations did not allow, especially for
intra-Carpathian areas, obtaining reliable contours.
On the other hand, the number of stations in the
extra-Carpathian area and, particularly, in the
epicentral area and in Bucharest, allowed for a quite
thorough study of these especially exposed areas
(Craifaleanu and Borcia, 2010).
The resulting maps are presented in the
following. In order to facilitate interpretation, maps
of Id12 intensities were arranged in order of
increasing period.
An important observation that concerns all the
maps is that the contour orientation, for each seismic
event, is in quite good agreement with previous
directivity studies (Sandi et al., 2004). According
to the cited reference, the radiation directivity was
radically different for the three events considered,
i.e. approximately NE-SW on August 30, 1986,
N-S on May 30, 1990 and S-E on May 31, 1990.
This directivity can also be discerned on the seismic
intensity maps, even though with less clarity, due to
the fact that only the maximum value from the two
components was considered in generating the maps.
Some observations concerning the maps
generated for each seismic event are presented in
the following.
a) Observations concerning the August 30,
1986 earthquake (Fig. 1).
1. The largest Id12 values (Id12 > 7) occur,
for all frequency intervals, in a well-delimited
area, oriented approximately along the NE-SW
line connecting stations Peris (PRS1) and
Chisinau (CHS1). The shape of this area is in
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Instrumental intensity as a tool for post-earthquake damage assessment
good agreement with the macroseismic intensity
maps compiled after the event (Radu et al.,
1986).
2. In what concerns the dependence of
instrumental intensity on frequency (period), the
largest values (over 7.5) occur, generally, for
T = 0.35…0.5 s (Id127), with values of over
8 in several stations located along the NE-SW
line. These values tend to decrease rather
monotonically with period, so that the lowest
intensity values occur for the period range
T = 1…1.41 s. However, even for this last
period range, the instrumental intensity values
still remain near to or greater than 7 in several
stations, with largest values of Id124 = 8.13 at
Focsani (FOC3), Id124 = 7.88 at Chisinau
(CHS1) and Id124 = 7.86 at Valenii de Munte
(VLM1).
a) Id127
(T = 0.35…0.5 s)
b) Id12 6
(T = 0.5…0.71 s)
c) Id125
(T = 0.71…1 s)
d) Id124
(T = 1…1.41 s)
Fig. 1. Spatial distribution of Id127, Id126, Id125 and Id124 instrumental intensities,
for the August 30, 1986 earthquake
CONSTRUCŢII – Nr. 1 / 2011
27
I.G. Craifaleanu, I.S. Borcia
b) Observations concerning the May 30, 1990
earthquake (Fig. 2).
1. The map contour pattern varies significantly
with period, due to the differences between the
types of variation recorded in each station. While
the general decreasing tendency of the intensity
values with period - observable in 1986 at most
of the stations - is present here as well, there are
some stations at which, during the specific
frequency contents, the tendency is opposite, or
the variation of the intensity values with period is
non-monotonic. This is due to the differences in
the frequencycontent of the ground motions, which
influence the shape of acceleration spectra
(see the definition of the seismic intensity in
Equation 1). It must be, however, mentioned that
these irregular variations of the seismic intensity
are of small amplitude, as, for instance, at the
Ramnicu Sarat stations (RMS1 and RMS2)
located north from epicentre, and at the Calarasi
(CLS1) and Baia (BAA1) stations, situated in the
south-eastern part of the country.
d) Id127
(T = 0.35…0.5 s)
c) Id126
(T = 0.5…0.71 s)
b) Id125
(T = 0.71…1 s)
a) Id124
(T = 1…1.41 s)
Fig. 2. Spatial distribution of Id127, Id126, Id125 and Id124 instrumental intensities,
for the May 30, 1990 earthquake
28
CONSTRUCŢII – Nr. 1 / 2011
Instrumental intensity as a tool for post-earthquake damage assessment
2. For the short period range (T = 0.35…0.5
s), the largest seismic intensity values (Id12 > 8)
occur at stations Campina (CMN1), Id127 =
= 8.73, Onesti (ONS1), Id127 = 8.37, Bolintin
Vale (BLV1, north from Bucharest), Id127 =
= 8.14, and Cernavoda (CVD1, in the southeastern part of the country), Id127 = 8.13.
For the second period range considered
(T = 0.5…0.71 s), the seismic intensity contour
pattern is quite similar, with a remarkable value of
Id126 = 8.12 at station Baia (BAA1).
3. For the third and fourth period ranges
considered (T = 0.71…1 s and T = 1…1.41 s),
the largest seismic intensity values occur at stations
Campina (CMN1 and CMN2), Ramnicu Sarat
(RMS1 and RMS2) and Barlad (BIR1 and
BIR2).
4. It is worth noting that stations as Chisinau
(CHS), the stations located on the Bulgarian
seashore (Kavarna, KAV1, and Varna, VRN1)
or the station Turnu Magurele (TRM1), located
in the southwest of the studied zone, have
systematically smaller values than the stations
situated in the predominant area of propagation
of the seismic waves.
c) Observations concerning the May 31, 1990
earthquake (Fig. 3).
d) Id127
(T = 0.35…0.5 s)
c) Id126
(T = 0.5…0.71 s)
b) Id125
(T = 0 .71…1 s)
a) Id124
(T = 1…1.41 s)
Fig. 3. Spatial distribution of Id127, Id126, Id125 and Id124 instrumental intensities,
for the May 31, 1990 earthquake
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29
I.G. Craifaleanu, I.S. Borcia
1. For short periods (T = 0.35…0.5 s), the
largest Id12 values (Id12 > 7) occur in the northeastern part of the country (Onesti (ONS1),
Barlad (BIR1), Bacau (BAC) and Vrancioaia
(VRI) stations), and also in the south-eastern part
of the country, at stations Cernavoda (CVD), Baia
(BAA1) and Tulcea (TLC1). As in the case
of the August 31, 1986 and May 30, 1990
earthquakes, seismic intensity values tend to
decrease, generally, with period, with some
exceptions as, for instance, the Chisinau station
(CHS).
2. For the analyzed earthquake, the shape of
the resulted intensity contours differs substantially
from the one on the macroseismic intensity maps
compiled after the event (Radu and Utale, 1991),
where the contour for values greater than 6 has a
similar shape with that for the May 30, 1990 event,
and where values over 7 are assigned in a small
area located at the north-east of the epicentre.
These differences can be put down to the
peculiarities of the assessment of macroseismic
intensity.
3. DAMAGE REPORTED AT
BUILDINGS FOLLOWING THE
1986 AND 1990 EARTHQUAKES
Data on the effects of the of the August 30,
1986 and May 30, 1990 in Romania and in the
Republic of Moldova were collected from various
reports and publications (MTCT, 2002, Alcaz,
2006, Crainic et al., 1992, Zaicenco et al., 2004,
USGS etc.).
The August 30, 1986 earthquake caused
moderate losses in Romania. The damage ranged
from non-structural to moderate structural in various
types of buildings. Significant damage to some
historical buildings, as well as damage or even
collapse of church towers was also reported, in
Focsani and in other cities. Additional damage
occurred in buildings affected by the March 4, 1977
and which were not strengthened after this event.
The rigid non-structural components of several
buildings were often heavily affected (Crainic et al.,
1992). In the Republic of Moldova, the earthquake
caused much heavier losses (Zaicenco et al., 2004,
30
Alcaz, 2006). Several buildings suffered extensive
damage in Kishinev and Cahul, as well as in other
towns and villages of the country. Two people were
killed and 561 injured, over 14000 people were
left homeless. According to the Institute for Building
Economics of the USSR, direct losses produced in
the Republic of Moldova by the earthquake were
evaluated to about 680 million USD.
The May 30, 1990 earthquake caused only
minor structural damage to a small number of
buildings in Romania, especially to those weakened
by previous earthquakes. However, non-structural
damage was present in many buildings. For instance,
falling of façade cladding at the seismic gap between
two buildings caused the death of two people in
Bucharest. Seven other people died from similar
causes and many others were injured. No structural
damage to buildings in Republic of Moldova
(Zaicenco et al., 2004) or in north-eastern Bulgaria
was observed due to this earthquake.
4. CONCLUSIONS
The paper presented the first maps describing
the spatial distribution of the instrumental intensity,
for three strong Vrancea earthquakes, i.e. the August
30, 1986, May 30, 1990 and May 31, 1990 events.
This intensity index, proposed by H. Sandi in
1987, has, as compared with macroseismic intensity,
the advantage of being based on instrumental data.
The values of the instrumental intensity are calibrated
to match the values of the EMS-98 intensity scale.
Previous studies have shown that the proposed index
could be used as a basis for the development of a
new intensity scale, which would rely on instrumental
data.
The maps confirmed the capacity of the
instrumental intensity to express the destructive
potential of a seismic event, by showing very good
agreement with the macroseismic intensity maps.
Moreover, the shape and predominant orientation
of map contours matched the results of previous
directivity studies performed for the concerned
Vrancea events.
An important remark concerning all analyzed
seismic events is that, at most stations, the largest
values of the averaged instrumental intensity occurred
for the first period range T = 0.35…0.5 s, which
CONSTRUCŢII – Nr. 1 / 2011
Instrumental intensity as a tool for post-earthquake damage assessment
gives an indication of the characteristics (fundamental
periods of vibration) of the potentially most affected
building stock. Damage reports compiled after the
1986 and 1990 earthquakes are consistent with this
indication. However, from the quantitative point of
view, the estimations based on seismic intensity appear
to be more severe than the effects actually reported
as a consequence of the analyzed earthquakes.
ACKNOWLEDGEMENTS
codes. Comparisons and comments, Bulletin of
AICPS (in Romanian), 3, 2006
Grünthal, G. (Ed.) – European Macroseismic Scale 1998,
Cahiers du Centre Européen de Géodynamique et
Séismologie, Luxembourg, Vol. 15, 1998
Postelnicu, T., Chesca, B., Vacareanu, R., Popa, V., Lozinca,
E., Cotofana, D., Stefanescu, B. – Study on seismic
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Bucharest, Romania, National Center for Seismic Risk
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The work reported in this paper was partly
sponsored by the National Authority for Scientific
Research, in the framework of the “Nucleu”
Programme, project No. PN 09-14.01.03.
Radu, C., Utale, A. and Winter, V. – The August 30, 1986
Vrancea earthquake, Seismic intensity distribution,
National Institute for Earth Physics Report, II, A-3,
1987
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