Site response of sedimentary basins and other geomorphic provinces in southern California

被引:17
作者
Nweke, Chukwuebuka C. [1 ]
Stewart, Jonathan P. [2 ]
Wang, Pengfei [2 ]
Brandenberg, Scott J. [2 ]
机构
[1] Univ Southern Calif USC, Sonny Astani Dept Civil & Environm Engn, Los Angeles, CA USA
[2] Univ Calif Los Angeles UCLA, Dept Civil & Environm Engn, 5731 Boelter Hall, Los Angeles, CA 90095 USA
基金
美国国家科学基金会;
关键词
Ground motions; ergodic model; site response; basins; geomorphology; GROUND-MOTION AMPLIFICATION; LOS-ANGELES BASIN; HORIZONTAL COMPONENTS; ROCK SITES; MODEL; UPDATE; FAULT; AREA; PGV; MAP;
D O I
10.1177/87552930221088609
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Ergodic site amplification models for active tectonic regions are conditioned on the time-averaged shear wave velocity in the upper 30 m (V-S(30)) and the depth to a shear wave velocity isosurface (z(x)). The depth components of such models are derived using data from sites within many geomorphic domains. We provide a site amplification model utilizing V-S(30) and depth, with the depth component conditioned on type of geomorphic province: basins, valleys, and mountain/hills. As with current models, the depth component of our model is centered with respect to the V-S(30)-scaling model using differential depth delta z(x), taken as the difference between a site-specific depth and a V-S(30)-conditioned average depth. Using data from southern California, we find that long-period site response for all sites combined exhibits relative de-amplification and amplification for negative and positive differential depths, respectively. Individual provinces exhibit broadly similar trends with depth, but amplification levels are on average stronger in basins such that little relative de-amplification occurs at negative differential depths. Valley and mountain/hill sites have, on average, weaker amplification levels but stronger scaling with delta z(x). Site-to-site standard deviations vary appreciably across geomorphic provinces, with basins having lower dispersions than mountain/hill sites and the reference ergodic model.
引用
收藏
页码:2341 / 2370
页数:30
相关论文
共 53 条
[1]  
Abrahamson NA, 2014, EARTHQ SPECTRA, V30, P1025, DOI [10.1193/070913EQS198M, 10.1193/062913EQS198M]
[2]  
Ahdi SK, 2018, GEOTECH SP, P330
[3]   Engineering Characteristics of Ground Motions Recorded in the 2019 Ridgecrest Earthquake Sequence [J].
Ahdi, Sean Kamran ;
Mazzoni, Silvia ;
Kishida, Tadahiro ;
Wang, Pengfei ;
Nweke, Chukwuebuka C. ;
Kuehn, Nicolas M. ;
Contreras, Victor ;
Rowshandel, Badie ;
Stewart, Jonathan P. ;
Bozorgnia, Yousef .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2020, 110 (04) :1474-1494
[4]   Three-Dimensional Basin and Fault Structure From a Detailed Seismic Velocity Model of Coachella Valley, Southern California [J].
Ajala, Rasheed ;
Persaud, Patricia ;
Stock, Joann M. ;
Fuis, Gary S. ;
Hole, John A. ;
Goldman, Mark ;
Scheirer, Daniel .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2019, 124 (05) :4728-4750
[5]  
Al Atik L., 2015, 201509 PEER
[6]   The Variability of Ground-Motion Prediction Models and Its Components [J].
Al Atik, Linda ;
Abrahamson, Norman ;
Bommer, Julian J. ;
Scherbaum, Frank ;
Cotton, Fabrice ;
Kuehn, Nicolas .
SEISMOLOGICAL RESEARCH LETTERS, 2010, 81 (05) :794-801
[7]   NGA-West2 Database [J].
Ancheta, Timothy D. ;
Darragh, Robert B. ;
Stewart, Jonathan P. ;
Seyhan, Emel ;
Silva, Walter J. ;
Chiou, Brian S. -J. ;
Wooddell, Katie E. ;
Graves, Robert W. ;
Kottke, Albert R. ;
Boore, David M. ;
Kishida, Tadahiro ;
Donahue, Jennifer L. .
EARTHQUAKE SPECTRA, 2014, 30 (03) :989-1005
[8]  
[Anonymous], 2014, Chapman & Hall/CRC Texts in Statistical Science, DOI DOI 10.1201/B16018
[9]   The Attenuation of Fourier Amplitudes for Rock Sites in Eastern North America [J].
Atkinson, Gail M. ;
Boore, David M. .
BULLETIN OF THE SEISMOLOGICAL SOCIETY OF AMERICA, 2014, 104 (01) :513-528
[10]   An application of seismic tomography to basin focusing of seismic waves and Northridge earthquake damage [J].
Baher, SA ;
Davis, PM .
JOURNAL OF GEOPHYSICAL RESEARCH-SOLID EARTH, 2003, 108 (B2)