Validation of physics-based regional-scale ground-motion simulations of the 2008 Mw 7.9 Wenchuan earthquake for engineering applications

被引:16
作者
Zhang, Fan [1 ,2 ]
Mavroeidis, George P. [2 ]
Wang, Jingquan [1 ,3 ]
Papageorgiou, Apostolos S. [4 ]
机构
[1] Southeast Univ, Sch Civil Engn, Key Lab Concrete & Prestressed Concrete Struct, Minist Educ, Nanjing, Peoples R China
[2] Univ Notre Dame, Dept Civil & Environm Engn & Earth Sci, 156 Fitzpatrick Hall, Notre Dame, IN 46556 USA
[3] Southeast Univ, Bridge Engn Res Ctr, Nanjing, Peoples R China
[4] Univ Patras, Dept Civil Engn, Patras, Greece
关键词
empirical ground-motion model; hybrid deterministic-stochastic simulation; kinematic source model; nonlinear site response analysis; permanent ground displacement; specific barrier model; strong ground motion; BARRIER MODEL; SITE RESPONSE; LONGMEN SHAN; QUANTITATIVE DESCRIPTION; SLIP DISTRIBUTION; MOUNTAIN TUNNELS; JOINT INVERSION; FAULT; CHINA; RUPTURE;
D O I
10.1002/eqe.3710
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The 2008 M-w 7.9 Wenchuan earthquake, one of the largest continental intraplate events instrumentally recorded, struck the central part of Sichuan Province in southwestern China causing great destruction and loss of life but also providing a wealth of seismological data, geodetic measurements, and tectonic observations. The Wenchuan earthquake ruptured two northwest-dipping imbricate oblique reverse faults along the middle segment of the Longmenshan fault zone-a northeast-trending thrust belt located at the boundary between the Tibetan Plateau and the Sichuan Basin. In this study, a hybrid approach that combines deterministic modeling at low frequencies with stochastic modeling at high frequencies is used to simulate broadband ground motions at 52 strong-motion stations and 506 geodetic sites in the vicinity of the causative fault. The low-frequency components of the synthetic ground motion are simulated using an extended kinematic source model embedded in a layered medium, whereas the high-frequency components are generated using a stochastic finite-fault model. The two independently derived ground-motion components are then combined using matched filtering at a crossover frequency of 0.8 Hz to generate broadband ground-motion time histories and response spectra. The temporal and spectral characteristics of the synthetic and recorded ground motions at the 52 strong-motion stations are compared and the effect of soil nonlinearity on the simulated ground motions is investigated through 1-D nonlinear site response analysis. Finally, the simulated permanent ground displacements at the 506 geodetic sites are evaluated against geodetic observations and the peak amplitudes of the synthetic ground motions at the same locations are compared with predictions of empirical ground-motion models.
引用
收藏
页码:2975 / 2999
页数:25
相关论文
共 101 条
[1]   Centrifuge Modeling Studies of Site Response in Soft Clay over Wide Strain Range [J].
Afacan, Kamil B. ;
Brandenberg, Scott J. ;
Stewart, Jonathan P. .
JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2014, 140 (02)
[2]  
ANDERSON JG, 1984, B SEISMOL SOC AM, V74, P1969
[3]  
[Anonymous], 2015, NGA E MEDIAN GROUND
[4]   Strong Ground-Motion Simulation of the 12 May 2008 Mw 7.9 Wenchuan Earthquake, Using Various Slip Models [J].
Bjerrum, Louise W. ;
Sorensen, Mathilde B. ;
Atakan, Kuvvet .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2010, 100 (5B) :2396-2424
[5]   The Uses and Limitations of the Square-Root-Impedance Method for Computing Site Amplification [J].
Boore, David M. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2013, 103 (04) :2356-2368
[6]   Orientation-Independent, Nongeometric-Mean Measures of Seismic Intensity from Two Horizontal Components of Motion [J].
Boore, David M. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2010, 100 (04) :1830-1835
[7]   Simulation of ground motion using the stochastic method [J].
Boore, DM .
PURE AND APPLIED GEOPHYSICS, 2003, 160 (3-4) :635-676
[8]  
Boore DM, 2001, B SEISMOL SOC AM, V91, P1199, DOI 10.1785/0120000703
[9]  
BOUCHON M, 1981, B SEISMOL SOC AM, V71, P959
[10]   Low-Frequency 3D Wave Propagation Modeling of the 12 May 2008 Mw 7.9 Wenchuan Earthquake [J].
Chavez, M. ;
Cabrera, E. ;
Madariaga, R. ;
Chen, H. ;
Perea, N. ;
Emerson, D. ;
Salazar, A. ;
Ashworth, M. ;
Moulinec, Ch. ;
Li, X. ;
Wu, M. ;
Zhao, G. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2010, 100 (5B) :2561-2573