J. H. Steidl

ORCID: 0000-0003-0612-7654
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About
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Research Areas
  • Seismic Waves and Analysis
  • Seismology and Earthquake Studies
  • earthquake and tectonic studies
  • Seismic Imaging and Inversion Techniques
  • Seismic Performance and Analysis
  • Geotechnical Engineering and Underground Structures
  • Geophysics and Sensor Technology
  • Geotechnical Engineering and Soil Mechanics
  • Structural Health Monitoring Techniques
  • Earthquake Detection and Analysis
  • Geological Modeling and Analysis
  • Landslides and related hazards
  • Geotechnical Engineering and Soil Stabilization
  • Drilling and Well Engineering
  • Superconducting Materials and Applications
  • Reservoir Engineering and Simulation Methods
  • High-pressure geophysics and materials
  • Particle Accelerators and Free-Electron Lasers
  • Engineering Applied Research
  • Distributed and Parallel Computing Systems
  • Nuclear Physics and Applications
  • Soil Moisture and Remote Sensing
  • Advanced Fiber Optic Sensors
  • Geophysical Methods and Applications
  • Network Time Synchronization Technologies

University of California, Santa Barbara
2013-2023

United States Geological Survey
2020-2021

Earth Science Institute of the Slovak Academy of Sciences
2020

Earthquake Engineering Research Institute
2020

Czech University of Life Sciences Prague
2019

Colorado Education Initiative
2008-2009

Georgia Institute of Technology
2008

Brigham Young University
2004-2008

University of California System
2006

University of Southern California
2004

Abstract Many methods for estimating site response compare ground motions at sites of interest to a nearby rock that is considered “reference” motion. The critical assumption in these the surface-rock-site record (reference) equivalent input motion base soil layers. Data collected this study show surface-rock can have their own, which could lead an underestimation seismic hazard when are used as reference sites. were from local and regional earthquakes on digital recorders, both surface...

10.1785/bssa0860061733 article EN Bulletin of the Seismological Society of America 1996-12-01

Abstract During the months that followed 17 January 1994 M 6.7 Northridge, California, earthquake, portable digital seismic stations were deployed in San Fernando basin to record aftershock data and estimate site-amplification factors. This study analyzes data, recorded on 31 three-component stations, from 38 aftershocks ranging 3.0 5.1, depths 0.2 19 km. Site responses are estimated coda waves, S ratios of horizontal vertical (H/V) recordings. For site response is using both direct spectral...

10.1785/bssa0870030710 article EN Bulletin of the Seismological Society of America 1997-06-01

Field observations suggest that preshaken natural sands in some seismic regions have high liquefaction resistance as a result of geologic aging and/or preshaking. This paper focuses on the young silty sand deposits located Imperial Valley California. Recent deposition and intense activity preshaking is main cause their increased resistance. The first part examines liquefiable layer at Wildlife site, which may been deposited by flooding approximately between 1905–1907. site was instrumented...

10.1061/(asce)gt.1943-5606.0001430 article EN Journal of Geotechnical and Geoenvironmental Engineering 2016-02-29

Abstract We analyze seismograms recorded by four arrays (B1–B4) with 100 m station spacing and apertures of 4–8 km that cross the surface rupture 2019 Mw 7.1 Ridgecrest earthquake. The extend from B1 in northwest to B4 southeast rupture. Delay times between P wave arrivals associated ∼1,200 local earthquakes teleseismic events are used estimate velocity variations beneath arrays. Both waves travel faster on northeast than southwest side fault B4, but contrast is less reliably resolved at B2...

10.1029/2021jb022043 article EN publisher-specific-oa Journal of Geophysical Research Solid Earth 2021-06-24

Abstract Strong motion records of the 1989 Loma Prieta earthquake are inverted to determine a model rupture history. Uncorrected horizontal and vertical accelerograms integrated particle velocity time histories for 38 stations within an epicentral range 75 km. The bandpassed filtered with corners at 0.05 1.0 Hz. These using nonlinear method solve distribution slip amplitudes times specified locations on fault plane. plane is priori: km long 17 wide, extending from 3 19 depth constant dip...

10.1785/bssa0810051573 article EN Bulletin of the Seismological Society of America 1991-10-01

Abstract We analyze the nonlinear and near‐surface geological effects of two Network for Earthquake Engineering Simulation at University California, Santa Barbara (NEES@UCSB) instrumented sites: Garner Valley Downhole Array (GVDA) Wildlife Liquefaction (WLA). The seismic interferometry by deconvolution method is applied to earthquake data recorded multisensor vertical array between January 2005 September 2013. Along cross section, local shear‐wave velocity extracted estimating travel time...

10.1785/0120140209 article EN Bulletin of the Seismological Society of America 2015-02-24

Research Article| March 01, 2013 Report on the August 2012 Brawley Earthquake Swarm in Imperial Valley, Southern California Egill Hauksson; Hauksson aCalifornia Institute of Technology, 1200 East Blvd., Pasadena, 91125 U.S.A.hauksson@caltech.edu Search for other works by this author on: GSW Google Scholar Joann Stock; Stock Roger Bilham; Bilham bUniversity Colorado, Department Geological Sciences, Campus Box 399, Boulder, Colorado 80309‐0399 U.S.A. Maren Boese; Boese Xiaowei Chen; Chen...

10.1785/0220120169 article EN Seismological Research Letters 2013-03-01

SUMMARY We derive a detailed earthquake catalogue and Vp, Vs Vp/Vs models for the region around 2019 Mw 6.4 Mw7.1 Ridgecrest, California, sequence using data recorded by rapid-response, densely deployed sensors following Ridgecrest main shock regional network. The new spans 4-month period, starting on 1 June 2019, it includes nearly 95 000 events detected located with iterative updates to our velocity models. final Vp correlate well surface geology in top 4 km of crust spatial seismicity...

10.1093/gji/ggab224 article EN Geophysical Journal International 2021-06-05

This study determines site-response factors that can be applied as cor- rections to a rock-attenuation relationship for use in probabilistic seismic-hazard analysis. The are amplitude and site-class dependent. These amplification determined by averaging ratios between observed pre- dicted ground motions peak acceleration (PGA) 5% damped re- sponse spectral at 0.3, 1.0, 3.0 sec oscillator periods. observa- tions come from the strong-motion database of Southern California Earthquake Center...

10.1785/0120000504 article EN Bulletin of the Seismological Society of America 2000-12-01

Weak-motion geotechnical array recordings at 38 stations of the Japanese strong-motion network KiK-Net from 2003 M w 7:0 Miyagi-Oki aftershock sequence are used here to quantify amplification and attenuation effects nearsurface formations incident seismic motion.Initially, a waveform optimization algorithm is implemented for evaluation high-resolution, low-strain velocity (V s ), (Q density (ρ) profiles sites interest.Based on inversion results, V versus Q correlations developed, scattering...

10.1785/0120070030 article EN Bulletin of the Seismological Society of America 2008-02-01

10.1016/j.soildyn.2016.05.007 article EN publisher-specific-oa Soil Dynamics and Earthquake Engineering 2016-05-25

Abstract Rapid seismic deployments following large earthquakes capture ephemeral near-field recordings of aftershocks and ambient noise that can provide valuable data for seismological studies. The U.S. Geological Survey installed 19 temporary stations the 4 July 2019 Mw 6.4 6 (UTC) 7.1 near city Ridgecrest, California. record aftershock sequence beginning two days after mainshock are expected to remain in field through approximately January 2020. deployment augments permanent network area...

10.1785/0220190296 article EN Seismological Research Letters 2020-01-15

The effects of near-surface soil stratigraphy on the amplitude and frequency content ground motion are accounted for in most modern U.S. seismic design codes building structures as a function conditions prevailing area interest.Nonetheless, currently employed site-classification criteria do not adequately describe nonlinearity susceptibility formations, which prohibits development standardized procedures computationally efficient integration nonlinear response analyses broadband...

10.1785/0120080031 article EN Bulletin of the Seismological Society of America 2008-10-01

Abstract Seismograms from ~700 local earthquakes recorded at various depths (0, 6, 15, 22, 50, and 150 m) by sensors of the Garner Valley Downhole Array in Southern California are used to analyze shallow velocity structure temporal changes seismic velocities after 2010 M7.2 El Mayor‐Cucapah (EMC) earthquake. The direct P S wave travel times between surface borehole stations reveal very low shear (178–259 m/s) high V p / s ratios (6.2) top 22 m. Temporal EMC earthquake estimated using...

10.1029/2019jb018070 article EN publisher-specific-oa Journal of Geophysical Research Solid Earth 2019-12-18

Abstract The 2019 Ridgecrest, California, earthquake sequence included Mw 6.4 and 7.1 earthquakes that occurred on successive days beginning 4 July 2019. These two largest of the orthogonal faults ruptured Earth’s surface. To better evaluate 3D subsurface fault structure, (P- S-wave) velocity, temporal variations in seismicity, other important aspects sequence, we recorded aftershocks ambient noise using up to 461 three-component nodal seismographs for about months, one day after mainshock....

10.1785/0220200203 article EN Seismological Research Letters 2020-09-30

AbstractThe paper compares two liquefaction case histories in California: (1) the response of the Wildlife site Imperial Valley to 2010 El-Mayor Cucapah earthquake (Mw=7.2, amax=0.15  g)...

10.1061/(asce)gt.1943-5606.0001654 article EN Journal of Geotechnical and Geoenvironmental Engineering 2017-02-16

Ten Kinemetrics model SSA-2 Solid State Accelerographs were deployed in two dense arrays following the Landers-Big Bear earthquake sequence. The separated by approximately three km, first at a shallow alluvial soil site and second rock site. We examine sites terms of spectral ratio cross-spectrum estimates response. In order to construct an accurate representation motion horizontal plane, we treat components simultaneously as complex signal. Fourier transform this signal represents true...

10.1193/1.1585716 article EN Earthquake Spectra 1993-05-01

Research Article| November 01, 2006 The COSMOS Virtual Data Center: A Web Portal for Strong Motion Dissemination Ralph J. Archuleta; Archuleta Institute Crustal Studies University of California, Santa Barbara 1140 Givertz Hall Barbara, California 93106-1100 ralph@crustal.ucsb.edu (R.J.A.) Search other works by this author on: GSW Google Scholar Jamison Steidl; Steidl Melinda Squibb Seismological Letters (2006) 77 (6): 651–658. https://doi.org/10.1785/gssrl.77.6.651 Article history first...

10.1785/gssrl.77.6.651 article EN Seismological Research Letters 2006-11-01

Abstract Subsurface structures play important roles in seismic ground motion, crustal hydrology, stability of the built environment, and more. Constraining temporal changes subsurface shear wave velocity ( V S ) can provide useful information to all these topics growing field hydrological monitoring with velocity. Using borehole records at Garner Valley, CA, we estimate seasonal variations from impulse response functions (IRFs) earthquake data (2005–2018) along IRFs cross‐correlation...

10.1029/2022gl101189 article EN cc-by-nc Geophysical Research Letters 2022-12-06

Abstract Erosion, hydrothermal activity, and magmatism at volcanoes can cause large unexpected mass wasting events. Large fluidized debris flows have occurred within the past 6000 yr Mount Adams, Washington, present a hazard to communities downstream. In August 2017, we began pilot experiment investigate potential of infrasound arrays for detecting tracking Adams. We deployed telemetered four-element array (BEAR, 85 m aperture), ~11 km from geologically unstable area where has repeatedly...

10.1785/0220200361 article EN Seismological Research Letters 2021-05-12

Automatic trip hammers have advantages for standard penetration test (SPT) of consistent drop height and low friction loss during hammer fall. These advantages, however, generate high energy transfer ratios (ER), typically about 90%. This efficiency causes lower sensitivity higher correction coefficients, CE. To reduce ER CE to increase the SPT conducted at Wildlife Liquefaction Array (WLA) Garner Valley Downhole Array, instrumented Network Earthquake Engineering Simulation sites, a...

10.1061/(asce)1090-0241(2008)134:3(397) article EN Journal of Geotechnical and Geoenvironmental Engineering 2008-02-19
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