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Geofísica internacional

versão On-line ISSN 2954-436Xversão impressa ISSN 0016-7169

Geofís. Intl vol.59 no.2 Ciudad de México Abr./Jun. 2020  Epub 02-Out-2020

 

Original papers

Observed Seismic Intensities and Damage Pattern in Central Mexico during Intraslab Earthquakes of 1999 (Mw6.9) and 2017 (Mw7.1)

Danny Arroyo1  * 

Shri Krishna  Singh

Mario Ordaz3 

Roberto Meli3 

Mario Ramírez1 

1Departamento de Materiales Universidad Autónoma Metropolitana

3Instituto de Ingeniería UNAM


Abstract

The pattern and level of damage during the 2017 Morelos-Puebla (Mw7.1) earthquake in central Mexico differ from those observed during the 1999 Tehuacán (Mw6.9) earthquake. Although these two intraslab events had similar magnitudes and depths, 57 km and 60 km respectively, the 2017 earthquake caused significantly more damage in central Mexico. The epicenters of the two events were separated by 127 km. From the analysis of strong-motion recordings in central Mexico, we find that the areas within different PGA and PGV contours during the two earthquakes are roughly equal. For example, PGA contour of 150 cm/s2 encloses 12,700 km2 and 15,400 km2 during the 1999 and 2017 events, respectively. The shape of the contours and the location of the epicenter suggests a bilateral rupture during the 2017 earthquake and a rupture directivity to the north for the 1999 earthquake. Spectral ratios of the two earthquakes reveal a more energetic 1999 source to the north than that of 2017 which is consistent with the previously reported rupture directivity. This leads us to conclude that the distinct locations of the two earthquakes along with uneven density of population, dwellings, and historical monuments, and demographic increase since 1999 were the principal causes of the difference in damage during the two earthquakes.

Key words: 2017 Morelos-Puebla Earthquake; 1999 Tehuacán Earthquake; strong ground motion records; intensity maps

Resumen

El patrón y nivel de daño en la región de México Central durante el sismo de septiembre de 2017 Mw7.1 en Morelos-Puebla son diferentes a los observados durante el sismo de Tehuacán (Mw6.9) en 1999 a pesar de que ambos sismos intraplaca tienen magnitudes similares y profundidades focales comparables 57 km y 60 km, respectivamente. El sismo de 2017 causo claramente mas daño en la región de México Central. Los epicentros de ambos eventos están separados 127 km. Mediante el análisis de los registros sísmicos de México Central encontramos que el área expuesta a diferentes niveles de aceleración máxima del suelo y velocidad máxima del suelo es comparable para los dos eventos. Por ejemplo, el área expuesta a aceleraciones máximas del suelo mayores a 150 cm/s2 es de 12,700 km2 para el sismo de 1999 y 15400 km2 para el sismo de 2017. La forma de los contornos de intensidades y localización epicentral sugiere una ruptura bilateral para el evento de 2017 y una ruptura con directividad hacia el norte para el sismo de 1999. Los cocientes espectrales para los dos eventos revelaron una fuente más energética hacia el norte para el sismo de 1999 que para el sismo de 2017 lo cual es consistente con resultados reportados previamente de directividad en la ruptura. Se concluye que la distinta localización de los dos eventos junto con la diferente distribución de las poblaciones, monumentos históricos y el incremento de población desde 1999 fueron las principales causas de la diferencia de los daños entre los dos eventos.

Palabras clave: sismo 2017 Morelos-Puebla; sismo 1999 Tehuacán; registros de movimiento fuerte; mapas de intensidades

Introduction

Intraslab earthquakes in central Mexico occur in the subducted Cocos plate at a depth of ~ 40 to 80 km and involve normal faulting. The recent intraslab earthquake of 19 September 2017 (Mw7.1) was located near the border of the states of Morelos and Puebla (18.41 °N, -98.71 °E; depth H = 57 km) (Figure 1). It caused severe damage in central Mexico and Mexico City. Several towns in the epicentral region were almost completely destroyed. Extensive damage was reported in the states of Morelos and Puebla. In Mexico City 44 buildings collapsed and approximately 600 buildings were severely damaged. It was the second most destructive earthquake in the history of the city, next only to the 1985 Michoacán (Mw8.0) earthquake. The PGA at CU, a strong-motion station in the hill-zone of Mexico City that has been in continuous operation for the last 54 years, was 57 cm/s2, the highest ever recorded. In comparison, the PGA at CU during the 1985 earthquake was 29 cm/s2.

Figure 1 Map of central Mexico showing epicenters and focal mechanisms of four, recent significant intraslab earthquakes in the region. The epicenter of the 2017 earthquake is closer to Morelos and Mexico City than the other earthquakes. 

It is well known that intraslab earthquakes pose significant seismic hazard to cities in central Mexico (see, e.g., Singh et al., 2018 for a brief review). In 1931 a Mw7.8 earthquake devastated the city of Oaxaca; in 1973 a Mw7.0 earthquake damaged some cities of Veracruz; a Mw7.0 earthquake in 1980 caused severe damage in the state of Oaxaca; in 1999 a Mw6.9 earthquake caused damage to the city of Tehuantepec and the states of Puebla and Morelos and Oaxaca; and the great intraslab earthquake of 8 September 2017 (Mw8.2), which occurred off the coast of Chiapas and Oaxaca, caused wide-spread destruction to the coastal towns of these states. Figure 1 shows epicenters of 4 significant, recent intraslab earthquakes in and near Morelos-Puebla region (06/07/1964, Mw7.3; 24/10/1980, Mw7.0; 15/06/1999, Mw6.9; 19/09/2017, Mw7.1). The earthquake of 2017 is the closest, reliably located, intraslab earthquake to Mexico City (Singh et al., 2018).

The 2017 and 1999 earthquakes were well recorded at many stations in central Mexico and Mexico City. The epicenters of the two events are separated by 127 km; the epicentral distance to CU in Mexico City from the 2017 and 1999 earthquakes are 113 km and 218 km, respectively (Figure 1). Here we analyze the accelerograms of the two earthquakes to relate the recorded seismic intensities with observed damage patterns. We then investigate whether the location alone can explain the difference in the pattern and level of damage during the two earthquakes or other factors also played a role. Our focus is central Mexico excluding Mexico City.

Recorded Strong Ground Motions

The 1999 earthquake was recorded in 33 stations on firm soil sites listed (Table 1). The largest recorded intensities (PGA= 184 cm/s2 and PGV=17 cm/s) were observed at CSER station located roughly 100 km from the epicenter. We constructed PGA and PGV contours via the Bayesian Kriging technique proposed by Kitanidis (1986). We first used the ground motion prediction equation (GMPE) proposed by Garcia et al. (2005) for Mexican intraslab earthquakes to generate prior median values of the intensities at different sites on a grid; these values were then updated with intensities listed in Table 1 via Bayes theorem. It is worth noting that 1999 data were used to construct the Garcia's GMPE therefore it fits well the 1999 data. We excluded recordings in Mexico City from the analysis because of the well-known large site effects. Figures 2a and 3a show PGA and PGV contours during the 1999 earthquake. The contours are elongated towards northwest from the epicenter suggesting rupture propagation towards this direction. This source directivity was previously documented from an analysis of the recorded waveforms (Singh et al. , 1999) as well as from PGA contours constructed using an interpolation technique based solely on the recorded data. The figures also show towns in the State of Puebla with population larger than 15,000.

Table 1 Recorded PGA and PGV during the 1999 earthquake 

Station Lat Long R, km PGA*, cm/s2 PGV*, cm/s Station Lat Long R, km PGA*, cm/s2 PGV*, cm/s
AGCA 16.837 -99.645 275 10.11 0.80 RABO 18.569 -98.445 124 141.59 11.01
ATYC 17.213 -100.432 331 7.25 0.54 RIOG 16.014 -97.439 245 5.71 0.46
CHFL 17.969 -97.866 73 106.96 10.69 SMLC 16.655 -96.729 196 13.29 0.67
COMD 18.122 -100.524 323 15.56 0.89 SMR2 16.774 -99.438 261 7.57 0.75
COPL 16.611 -98.984 239 9.59 0.81 TAMA 16.261 -96.575 240 6.68 0.54
COYC 16.998 -100.090 307 8.32 0.66 TEAC 18.618 -99.454 219 33.30 2.68
COYQ 17.380 -101.057 389 9.14 0.50 TNLP 18.096 -99.561 224 35.79 2.31
CSER 18.989 -97.377 112 184.47 17.39 UNIO 17.988 -101.811 458 2.43 0.38
JAMI 16.284 -97.821 218 17.18 0.55 VIGA 16.759 -99.233 246 17.73 0.81
LANE 15.940 -97.180 255 5.94 0.47 VNTA 16.914 -99.819 286 6.06 0.49
OCLL 17.037 -99.879 285 7.81 0.55 YAIG 18.862 -99.067 191 43.16 3.42
OMTP 16.689 -98.398 197 21.11 0.61 CUER 18.984 -99.230 211 42.99 2.89
OXLC 17.065 -96.703 160 20.74 1.80 LVIG 19.723 -96.418 218 4.91 0.54
PANG 15.667 -96.491 303 4.51 0.28 MEZC 17.930 -99.591 228 27.44 1.62
PET2 17.535 -101.263 406 3.41 0.40 OXIG 17.072 -96.733 158 28.53 1.40
PHPU 19.044 -98.168 135 170.34 15.81 BHPP 19.109 -98.227 143 58.55 5.51
POZU 17.090 -99.598 257 18.42 0.71 PLIG 18.392 -99.502 218 20.88 1.49

* PGA and PGV are the geometric mean of two horizontal components

1999

Figure 2 a) PGA contours during 1999 (Mw6.9) earthquake (top), and b) 2017 (Mw7.1) earthquake (bottom) in cm/s2. Triangle: epicenter. Station code is given by letters and is plotted at its location. Black dot: Popocatepetl volcano. Green contour: Mexican Volcanic Belt. Large, medium and small green circles are towns in Puebla with population > 100,000, 50,000 - 100,000 and 15,000 - 50,000, respectively 

The 2017 earthquake was recorded at 64 firm soil sites (Table 2). The highest intensities were observed at FTIG station (PGA= 369 cm/s2 and PGV=12.7 cm/s) located roughly 100 km southeast from the epicenter. The PGA and PGV contours, shown in Figures 2b and 3b, were constructed following the same procedure as described before. The contours for this earthquake are elongated in the NW-SE direction with the epicenter in the middle, suggesting a bilateral rupture. Slip distribution on the fault plane of this earthquake has been mapped from the inversion of teleseismic waveforms (L.Ye, personal communication, 2018) as well as from the inversion of regional data (Melgar et al., 2017; A. Iglesias, personal communication, 2018). Not surprisingly, directivity is not discernible in the teleseismic inversion because of the relatively small magnitude of the event. Inversion by Melgar et al. suggests a directivity towards NW, which is contrary to Iglesias ' inversion that supports rupture propagation predominantly towards SE.

Table 2 Recorded PGA and PGV during the 2017 earthquake 

Station Lat Long R, km PGA*, cm/s2 PGV*, cm/s Station Lat Long R, km PGA*, cm/s2 PGV*, cm/s
hlig 17.830 -97.800 128 227.98 14.29 cuer 18.984 -99.230 102 158.94 18.88
hmtt 17.800 -98.560 90 170.55 12.10 ftig 17.908 -98.133 100 368.52 12.51
phpu 19.040 -98.170 107 141.73 9.84 Ivig 19.723 -96.418 287 1.84 0.37
ppig 19.070 -98.630 94 112.62 12.96 plig 18.392 -99.502 101 61.45 5.85
tlig 17.560 -98.570 111 110.70 3.90 pzpu 19.055 -98.227 105 105.35 13.67
teju 18.900 -100.160 172 83.30 3.53 rabo 18.569 -98.445 81 141.50 7.99
meig 17.920 -99.620 124 74.59 2.42 sxpu 19.040 -98.215 104 127.41 18.99
tpig 18.420 -97.360 153 71.34 7.41 tgbt 16.777 -93.089 624 0.88 0.12
acp2 16.870 -99.890 219 35.36 1.35 thez 18.478 -97.383 151 157.41 11.34
oxlc 17.070 -96.700 265 22.52 1.34 tnlp 18.096 -99.561 112 58.25 3.62
atyc 17.210 -100.430 233 18.69 0.67 pb1 18.240 -98.700 81 201.21 7.19
coyc 17.000 -100.090 222 18.32 0.86 pb2 18.330 -98.260 81 223.43 15.12
oxbj 17.070 -96.720 264 18.11 1.45 gr 18.330 -99.190 81 258.29 7.86
vnta 16.910 -99.820 212 10.63 0.89 huig 15.768 -96.108 407 4.11 0.32
pet2 17.540 -101.260 292 10.03 0.44 peig 15.999 -97.147 320 10.88 0.92
xala 19.530 -96.900 234 8.28 1.50 pnig 16.392 -98.127 239 6.63 0.82
caig 17.050 -100.270 231 8.07 0.42 toig 18.096 -97.065 186 19.36 1.40
unio 17.990 -101.810 336 6.08 0.42 txig 17.254 -97.761 172 41.42 5.20
urua 19.420 -102.070 375 6.04 0.86 yoig 16.858 -97.546 219 9.43 1.63
nilt 16.570 -94.620 482 5.98 0.29 cdgu 19.700 -103.448 521 1.95 0.70
pang 15.670 -96.490 389 4.68 0.51 coll 19.191 -104.681 637 1.38 0.17
acam 20.040 -100.720 284 4.48 1.31 jami 16.284 -97.821 260 15.30 1.43
ziig 17.610 -101.460 309 4.19 0.50 lane 15.948 -97.187 322 5.50 0.77
cmig 17.090 -94.880 434 2.99 0.35 lmpp 19.001 -98.182 103 37.13 3.33
dhig 20.300 -99.040 221 2.73 0.80 nux2 17.217 -100.791 263 7.66 0.51
coma 19.330 -103.760 544 2.23 0.44 ocll 17.037 -99.879 204 17.49 0.88
chpa 16.250 -93.910 565 2.16 0.27 pbp2 19.045 -98.208 105 95.98 15.31
mmig 18.290 -103.350 493 2.14 0.34 rpig 21.885 -99.983 413 4.41 1.29
tuig 18.030 -94.420 458 2.07 0.33 sjal 18.585 -103.670 527 3.31 0.22
yaig 18.862 -99.067 85 202.00 13.00 slu2 17.281 -100.935 273 11.78 0.53
arig 18.281 -100.344 182 31.44 1.73 smlc 16.655 -96.729 292 10.50 1.11
chfl 17.969 -97.866 116 76.38 7.30 tama 16.261 -96.575 333 7.30 1.00

* PGA and PGV are the geometric mean of two horizontal components

Figure 2 b) 

The area under PGA contour of 150 cm/s2 in 2017 is roughly 15,400 km2, slightly greater than the corresponding area of 12,700 km2 in 1999. This PGA contour during 2017 covers 75%, 20%, 4% and 2% of the states of Morelos, Puebla, Guerrero, and Oaxaca, respectively; the corresponding numbers during 1999 are 0%, 35%, 0%, and 2%. In 2017, 24%, 45%, 17%, and 14% of the total area under the 150 cm/s2 contour fall in the states of Morelos, Puebla, Guerrero, and Oaxaca, respectively (Table 3). In contrast, in 1999 the total area under the same PGA contour was distributed as follows: 0%, 84%, 13%, and 3% in the states of Morelos, Puebla, Oaxaca, and Veracruz, respectively.

Table 3 Percentage of total area and population under PGA contour of 150 cm/s2 in different states in central Mexico during the 1999 and 2017 intraslab earthquakes. Total area under this contour was 1.27x104 km2 and 1.54x104 km2 during 1999 and 2017, respectively. 

State/ area Year Population % of total area under Inhabitants under 150
150 cm/s2 contour cm/s2 contour
Morelos / 4.96x103 km2 1999 - 0 0
2017 1.97x106 24 1.46x106
Puebla / 3.429x104 km2 1999 5.00 x106 84 1.57x106
2017 6.37 x106 45 1.30x106
Guerrero/6.36x104 km2 1999 - 0 0
2017 3.65 x106 17 1.23x105
Oaxaca/9.38x104 km2 1999 3.44x106 13 6.05x104
2017 4.10x106 14 9.42x104
Veracruz/7.28x104 km2 1999 6.91x106 3 3.62x104
2017 - 0 0

Estimated number of persons living within PGA contour of 150 cm/s2: 1.67x106 in 1999 and 2.98x x106 in 2017.

Seismic Intensities and Reported Damage

From the PGA contours shown in Figures 2 to 3, assuming uniform density of population and construction throughout the region, we expect:

  1. Extensive damage in the State of Morelos in 2017 but little damage in 1999.

  2. More damage in the State of Puebla and the city of Puebla during 1999 than in 2017.

  3. Lesser damage to the south of the epicenter in 1999 but nearly equal damage to NW and SE of the epicenter in 2017.

  4. Marginally more damage during 2017 than in 1999.

Figure 3 a) Same as Figure 2 but for PGV in cm/s 

Figure 3) b) 

A detailed description of the damage during the 1999 earthquake is given by Alcocer et al. (1999). Information on damage during 2017 in central Mexico has been compiled by E. Reinoso and his colleagues (personal communication, 2018). A preliminary estimation of damage to historical monuments is available to us (Secretaría de Cultura, 2018). The municipalities receiving funds for reconstruction from the government program for natural disasters (FONDEN) in 1999 and 2017 should, in principle, provide information on the damage. In 2017, the municipalities receiving funds, generally, fall within the PGA contour of 60 cm/s2 (Figure 4). However, the correlation between PGA and municipalities receiving funds from FONDEN during the 1999 earthquake is poor (Figure 4). This may be a consequence of the fact that FONDEN became operational in 1999. The criteria for assigning funds in 1999 may have been different from those in 2017.

1999

Figure 4 a) PGA contours in cm/s2 for 1999 (top) and b) 2017 (bottom) earthquakes and municipalities that received funds for reconstruction from FONDEN. 

2017

Figure 4 b) 

Since the available damage reports during the two earthquakes were not elaborated using the same criteria, it is difficult to relate seismic intensity contours of the two earthquakes with ensuing reported damages. Even so, a rough comparison is possible. There were no fatalities reported in Morelos in 1999 (Alcocer et al., 1999); in 2017 there were 74. Although 45 fatalities are reported in Puebla in 2017 and only 15 in 1999 (Alcocer et al., 1999), it is generally accepted that the damage in the state was more severe in 1999 than in 2017. This is also in agreement with damage to historical monuments (churches, monasteries, and government buildings) during the two earthquakes. The 1999 and 2017 earthquakes caused damage to 1124 and 448 historical monuments, respectively (Secretaría de Cultura, 2018). Less damage to the south of the 1999 epicenter is partly supported by the geographical distribution of municipalities receiving funds from FONDEN (Figure 4).

If we assume that the area of severe damage is proportional to the area under the PGA contour of 150 cm/s2 then we expect only marginally more damage in 2017 than in 1999. Yet, there is consensus that the damage in 2017, even excluding Mexico City, was far greater than in 1999. One possibility is that the area of high seismic intensities in 2017 coincided with that of high density of population and historical monuments. Since areas under PGA and PGV contours during the two earthquakes are roughly similar, the difference in their source strength is unlikely to be the cause of much higher damage in 201 7. Even so, we first explore, in more detail, the source characteristics of the two earthquakes and its effect on the damage pattern. We then return to distinct locations of the two earthquakes along with uneven density of population, dwellings and historical monuments, and demographic increase since 1999 as the principal causes of the difference in damage during the two earthquakes.

Possible Source Effect on Ground Motion and Damage Distribution

PGA and PGV values as function of minimum distance to the rupture area, R, during the 1999 and 2017 earthquakes are illustrated in Figure 5. The figure also includes predicted median values from the ground motion prediction equation by Garcia et al. (2005), henceforth called the G05 model. In general, PGA and PGV values are similar for the two earthquakes. G05 model fits well the PGA data but underestimates observed PGV, except for the 1999 earthquake at sites at R greater than about 200 km located to the south of the epicenter. We note that PGA and PGV for 2017 at sites north and south of the epicenter follow the same attenuation trend. During 1999, however, the PGA, but especially PGV values, are greater to the north and smaller to the south with respect to the trend. This is in agreement with bilateral and northward rupture propagation during 2017 and 1999 earthquakes, respectively, mentioned before. PGA at CU, a firm site in the UNAM campus, Mexico City, during the two earthquakes are in agreement with G05 model but PGV values are much higher than predicted by the model.

Figure 5 a) PGA and b) PGV during the 2017 and 1999 earthquakes as a function of minimum distance to the fault, R. The filled symbols are sites to the north of the epicenter and the star is CU station in Mexico City. G05: prediction from GMPE of Garcia et al. (2005). Observed PGV is greater than G05 model prediction, except at sites south of the 1999 epicenter. 

Several stations recorded the ground motion during both earthquakes. This permits a comparison of Fourier amplitude spectra of the two earthquakes and, hence, probe their relative source strength. For the comparison, we reduced the spectra of the 1999 earthquake to the same hypocentral distance as the 2017 earthquake by correcting for geometrical spreading, G(R), and quality factor, Q. Following Garcia et al. (2004), we take G(R) = 1/R and Q=251f0.58. The geometric mean of two horizontal components of the reduced spectra are shown in Figure 6. The reduced spectra at sites PHPU, YAIG, RABO and PLIG are greater in 1999 than 2017 at frequencies close to 1 Hz. At CUER the two reduced spectra are similar or somewhat smaller in 1999. At CHFL the reduced spectrum in 1999 is slightly smaller than in 2017. The spectra in Figure 6 are consistent with rupture propagation to the north in 1999.

Figure 6 Fourier acceleration amplitude spectra at some stations that recorded the 2017 and 1999 earthquakes. The 1999 spectra, reduced to the same distance at which the 2017 earthquake was recorded by correcting them for geometrical spreading and anelastic attenuation, are also shown. 

From the above, we expect the reduced 1999 spectrum at CU in Mexico City to be higher than the 2017 spectrum. Figure 7, however, shows just the opposite; the 2017 spectrum near 1 Hz is significantly higher than the 1999 spectrum. The reason, as discussed by Shapiro et al. (2002), is that the seismic waves from 1999 earthquake reaching CU traversed below the active

Figure 7 Fourier amplitude acceleration spectra at CU in Mexico City during the 2017 and 1999 earthquakes. The station is located at hill zone. The 1999 spectrum was corrected for geometrical spreading and anelastic attenuation to reduce it to the same distance at the which the 2017 earthquake was recorded. 

Popocatepetl Volcano and suffered high attenuation. During the 2017 earthquake the wave path to CU does not pass through the volcano (Figures 1, 2, and 3). A test of this hypothesis is provided by the 2017 recordings at DHIG and PNIG that are located at roughly the same distance (~ 230 km) from the epicenter (Figure 2). The path to DHIG, however, crosses the volcano. As expected, the spectrum at DHIG relative to PNIG is depleted at f > 0.8 Hz (Figure 8).

Figure 8 a) (Left) Fourier amplitude acceleration spectra at stations DHIG and PNIG during the 2017 earthquake (see Figure 1 for location of the stations). The stations are located at nearly the same hypocentral distance from the earthquake (~230 km). b) (Right) PNIG to DHIG spectral ratio. 

To summarize, we find that the 1999 source was more energetic to the north of the epicenter than the 2017 source. It follows that the significantly larger damage in central Mexico during 2017 as compared to 1999 can't be attributed to the source. The 2017 earthquake produced severe damage to certain zones in Mexico City while the 1999 earthquake was only moderately felt. The difference in the damage can be attributed to the fact that the 2017 earthquake was closer to Mexico City (R=127 km) than the 1999 earthquake (R=226 km). High attenuation due to wave path crossing Popocatepetl during 1999 was also partly responsible. The 2017 earthquake occurred closer to more densely populated towns and cities of the State of Morelos than the 1999 earthquake. Next, we explore the effect of location of the earthquakes on the damage.

Effect of Location of the 1999 and 2017 Earthquakes on the Damage in Central Mexico

We assume that the damage is proportional to the area enclosed in the PGA contour of 150 cm/s2. As mentioned earlier, these areas were 1.24x104 and 1.54x104 km2 during 1999 and 2017, respectively. The distribution of these areas in different states is given in Table 3, along with the total area and number of inhabitants of each state. A demographic increase of 1.65% per year has been assumed in the estimation of number of inhabitants. As given in the table, the total number of inhabitants within the PGA contour of 150 cm/s2 during 1999 and 2017 were ~ 1.67x106 and 2.98x106, respectively. These simple calculations suggest roughly two times more damage in 2017 as compared to 1999. Note that the affected number of inhabitants in 2017 in the states of Morelos and Puebla are 1.46x106 and 1.30x106, respectively. This implies only slightly higher damage in Morelos than in Puebla. E. Reinoso (personal communication, 2018), however, reports 1432 and 464 damaged structures in Morelos and Puebla, respectively. Clearly, our estimation of damage is over simplified. It, nevertheless, provides a gross overview of the damage.

Conclusions

From the analysis of strong-motion recordings during the 1999 and 2017 intraslab earthquakes in central Mexico, we conclude that: (1) The rupture during 1999 propagated towards north while the directivity was bilateral during 2017. (2) PGA and PGV contours during the two earthquakes had similar areas, suggesting roughly similar source strength. PGA and PGV as function of distance were also similar during the two earthquakes. However, PGV values during 1999 at stations to the south, in the direction away from rupture propagation, were, relatively, smaller. (3) The GMPE for Mexican intraslab earthquakes (Garcia at al., 2005) predicts well the observed PGA during the two earthquakes but grossly under estimates PGV. (4) At a finer level, the 1999 source was somewhat more energetic to the north of the epicenter than that of 2017. (5) Path effect may significantly affect the ground motion and, hence, the damage pattern

In view of the above, we would have expected a similar level and pattern of damage during the two earthquakes or even larger damage to the north of the epicenter during the 1999 earthquake. In reality, the pattern and level of damage during the 2017 differ from those observed during the 1999 and the 2017 earthquake caused significantly more damage in central Mexico. This leads us to conclude that the distinct locations of the two earthquakes along with uneven density of population, dwellings, and historical monuments in the region, and the demographic increase since 1999 were the principal causes of the difference in damage during the two earthquakes. Changes in construction quality may also have played a role in the observed differences. Finally, path effect may significantly affect the ground motion and, hence, the damage pattern. This is especially true for waves traversing Popocatepetl volcano which greatly attenuates of high-frequency shear waves.

Acknowledgments

We thank personnel of Seismic Instrumentation Group at the Instituto de Ingenieria of the National Autonomous University of Mexico (UNAM), the National Seismological Service (SSN), Instituto de Geofisica, UNAM, National Center for Prevention of Disasters (CENAPRED), and the Centro de Instrumentación y Registro Sismico (CIRES) for maintenance of the networks, data acquisition and its distribution. We are grateful to Xyoli Pérez-Campos and Arturo Iglesias for their generous help, and to Lingling Ye for sharing some of her results prior to publication. The research was partly supported by DGAPA, UNAM project IN101018.

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Received: June 04, 2018; Accepted: March 06, 2019; corrected: April 01, 2020

*Corresponding autoraresda@correo.azc.uam.mx

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