Three-dimensional numerical modeling of ground motion in the Valley of Mexico: A case study from the Mw3.2 earthquake of July 17, 2019

被引:9
作者
Hernandez-Aguirre, Victor Moises [1 ,2 ]
Paolucci, Roberto [1 ]
Sanchez-Sesma, Francisco Jose [3 ]
Mazzieri, Ilario [4 ]
机构
[1] Politecn Milan, Dept Civil & Environm Engn, Milan, Italy
[2] Univ Iceland, Fac Civil & Environm Engn, Earthquake Engn Res Ctr, IS-102 Reykjavik, Iceland
[3] Univ Nacl Autonoma Mexico, Inst Ingn, Mexico City, Mexico
[4] Politecn Milan, Lab Modelling & Sci Comp, Dept Math, MOX, Milan, Italy
基金
芬兰科学院;
关键词
Earthquake ground motion; site effects; Mexico City basin; high-performance computing; physics-based numerical simulations; spectral element method; SEDIMENT-FILLED VALLEYS; SEISMIC RESPONSE; WAVE-PROPAGATION; RESONANT RESPONSE; SURFACE MOTION; INCIDENT-S; P-WAVES; MICHOACAN; CITY; SIMULATION;
D O I
10.1177/87552930231192463
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In this study, a 3D physics-based numerical approach, based on the spectral element numerical code SPEED, is used to simulate seismic wave propagation due to a local earthquake in the Mexico City area. The availability of detailed geological, geophysical, geotechnical, and seismological data allowed for the creation of a large-scale (60 km x 60 km in plan, 10 km in depth) heterogeneous 3D numerical model of the Mexico City area, dimensioned to accurately propagate frequencies up to about 1.3 Hz. The results of numerical simulations are validated against the ground motion recordings of the July 17, 2019, Mw3.2 earthquake, with peak ground acceleration exceeding 0.3 g about 1 km away from the epicenter. A good agreement with records is found, quantitatively evaluated through goodness-of-fit checks. Furthermore, for the lake zone, the simulated decay trend of the peak ground velocity with epicentral distance is reasonably close to the observations, for both horizontal and vertical components. In spite of some limitations, the simulations are successful to provide a realistic picture of seismic wave propagation both in the hill and in the lake zones of Mexico City, including the onset of long-duration quasi-monochromatic ground motion in the basin, with strong amplification at low frequencies (between 0.4 and 0.7 Hz). The numerical results also suggest that surface waves, with predominant prograde particle motion at the ground surface and large ellipticities, dominate the wavefield in the lake zone. Based on these positive outcomes, we conclude that this numerical model may be useful for both a better insight into the seismic response of the Valley of Mexico and the simulation of ground motions during larger-magnitude earthquakes, to generate improved seismic damage scenarios in Mexico City.
引用
收藏
页码:2323 / 2351
页数:29
相关论文
共 80 条
[1]   SURFACE MOTION OF A LAYERED MEDIUM HAVING AN IRREGULAR INTERFACE DUE TO INCIDENT PLANE SH WAVES [J].
AKI, K ;
LARNER, KL .
JOURNAL OF GEOPHYSICAL RESEARCH, 1970, 75 (05) :933-+
[2]  
Anderson J G., 2004, 13th World Conference on Earthquake Engineering, P243
[3]   STRONG GROUND MOTION FROM THE MICHOACAN, MEXICO, EARTHQUAKE [J].
ANDERSON, JG ;
BODIN, P ;
BRUNE, JN ;
PRINCE, J ;
SINGH, SK ;
QUAAS, R ;
ONATE, M .
SCIENCE, 1986, 233 (4768) :1043-1049
[4]  
[Anonymous], 2004, NORMAS TECNICAS COMP, V04
[5]   Non-conforming high order approximations of the elastodynamics equation [J].
Antonietti, P. F. ;
Mazzieri, I. ;
Quarteroni, A. ;
Rapetti, F. .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 2012, 209 :212-238
[6]  
Auvinet G., 2017, The Subsoil of Mexico City, Vvol. III
[7]  
Bard PB-Y., 1988, EARTHQ SPECTRA, V4, P609, DOI DOI 10.1193/1.1585493
[8]  
BARD PY, 1980, B SEISMOL SOC AM, V70, P1263
[9]  
BARD PY, 1980, B SEISMOL SOC AM, V70, P1921
[10]  
Barker JS, 1996, B SEISMOL SOC AM, V86, P1667