Publications
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Landslide-channel feedbacks amplify channel widening during floods Landslide-channel feedbacks amplify channel widening during floods
Channel widening is a major hazard during floods, particularly in confined mountainous catchments. However, channel widening during floods is not well understood and not always explained by hydraulic variables alone. Floods in mountainous regions often coincide with landslides triggered by heavy rainfall, yet landslide-channel interactions during a flood event are not well known or...
Authors
Georgina L. Bennett, Diego Panici, Francis K. Rengers, Jason W. Kean, Sara L. Rathburn
Comment on “The 1886 Charleston, South Carolina, earthquake: Relic railroad offset reveals rupture” by Roger Bilham and Susan E Hough Comment on “The 1886 Charleston, South Carolina, earthquake: Relic railroad offset reveals rupture” by Roger Bilham and Susan E Hough
No abstract available.
Authors
Thomas Pratt, Martin C. Chapman, Qimin Wu
Invited perspectives: Integrating hydrologic information into the next generation of landslide early warning systems Invited perspectives: Integrating hydrologic information into the next generation of landslide early warning systems
Although rainfall-triggered landslides are initiated by subsurface hydro-mechanical processes related to the loading, weakening, and eventual failure of slope materials, most landslide early warning systems (LEWS) have relied solely on rainfall event information. In previous decades, several studies demonstrated the value of integrating proxies for subsurface hydrologic information to...
Authors
Benjamin B. Mirus, Thom Bogaard, Roberto Greco, Manfred Stähli
Using the horizontal-to-vertical spectral ratio method to estimate thickness of the Barry Arm landslide, Prince William Sound, Alaska Using the horizontal-to-vertical spectral ratio method to estimate thickness of the Barry Arm landslide, Prince William Sound, Alaska
Conducting detailed investigations of large landslides is difficult, especially in the subsurface, largely due to environmental factors such as steep slopes, difficult access, and numerous objective hazards. These factors have made it challenging to accurately estimate the depth to the failure surface of the Barry Arm landslide, a large (roughly 108 cubic meters), deep-seated bedrock...
Authors
Andrew L. Collins, Kate E. Allstadt, Dennis M. Staley
A partially nonergodic ground-motion model for Fourier amplitude spectra for the San Francisco Bay area, California, USA A partially nonergodic ground-motion model for Fourier amplitude spectra for the San Francisco Bay area, California, USA
We develop a partially nonergodic ground-motion model (GMM) for Fourier amplitude spectra for the San Francisco Bay Area, California, USA, using the Bayless and Abrahamson (2019) GMM as a reference ergodic GMM and developing location-dependent adjustments to the predicted median and variance. We compile regional ground-motion data from moment magnitude (𝑀w) >3 earthquakes occurring...
Authors
Morgan P. Moschetti, Eric M. Thompson, Ryan Peterson, James Andrew Smith, Brad T. Aagaard
New developments at the Center for Engineering Strong-Motion Data (CESMD) New developments at the Center for Engineering Strong-Motion Data (CESMD)
The Center for Engineering Strong-Motion Data (CESMD), an internationally utilized joint center of the U.S. Geological Survey (USGS) and the California Geological Survey (CGS), provides a single access point for earthquake strong-motion records and station metadata from the CGS California Strong-Motion Instrumentation Program (CSMIP), the USGS National Strong-Motion Project (NSMP), the...
Authors
Lijam Hagos, Hamid Haddadi, Lisa Sue Schleicher, Jamison Haase Steidl, Eric M. Thompson, Heather Crume, M. Dhar, N. Leue
International data gaps at the Center for Engineering Strong Motion Data International data gaps at the Center for Engineering Strong Motion Data
The Center for Engineering Strong Motion Data (CESMD) is utilized by seismologists, engineers, and disaster management professionals in the US and has historically achieved and distributed waveforms from across the globe for significant earthquakes. The increased access to the waveforms via Web API (Application Programming Interface) offers a unique opportunity to provide the community...
Authors
Han Shao, Jeff Brody, Lisa Sue Schleicher, Kristin Marano, Jamison Haase Steidl, Eric M. Thompson, Mike Hearne, James Luke Blair
Site-specific, extended ShakeMaps for earthquake engineering applications Site-specific, extended ShakeMaps for earthquake engineering applications
The U.S. Geological Survey (USGS) routinely produces ShakeMaps of shaking intensity across the globe. Due to practical constraints, the number of response spectral periods was limited to three standard periods (0.3, 1.0, and 3.0 sec). We have recently developed the tools that are necessary to expand this functionality to include 22 periods (matching the current U.S. National Seismic...
Authors
Eric M. Thompson, Mike Hearne, Charles Worden, Vince Quitoriano, Annabelle Elizabeth Cunningham, David J. Wald
Effective site coefficients for the 2024 International Building Code (IBC) Effective site coefficients for the 2024 International Building Code (IBC)
The U.S. National Seismic Hazard Models (NSHMs), developed by the U.S. Geological Survey (USGS), have long been the scientific foundation of seismic design guidelines and have been used to compute design ground motions for construction of new buildings and retrofit of existing buildings in the United States and its territories. The 2018 NSHM is adopted by the 2024 International Building...
Authors
Sanaz Rezaeian, Nico Luco, Andrew James Makdisi, Henry Mason
Simulated ground-motion records for the seismic assessment of monumental masonry structures Simulated ground-motion records for the seismic assessment of monumental masonry structures
Earthquakes are natural disasters that can cause widespread devastation and loss of life. Simulated ground-motion records can be useful in regions with limited seismic stations or a history of damaging but infrequent earthquakes. This is especially true in areas with a high concentration of heritage masonry structures, which are especially susceptible to damage, as simulated records can...
Authors
Shaghayegh Karimzadeh, Marco F. Funari, Simon Szabó, S. M. Sajad Hussaini, Sanaz Rezaeian, Paulo B. Lourenço
Seismic response comparison of a historical masonry church subject to real and simulated ground motions Seismic response comparison of a historical masonry church subject to real and simulated ground motions
In recent years, advanced numerical models and high-performance computing have facilitated the utilization of ground motion time series in the assessment of the non-linear dynamic behavior of historic masonry structures. Since recorded accelerograms can be sparse for specific analysis conditions, stochastic ground motion simulations have become a viable alternative to overcome this...
Authors
S. M. Sajad Hussaini, Claudio Sebastiani, Monica Capasso, Valerio Sabbatini, Shaghayegh Karimzadeh, Sanaz Rezaeian, Silvia Santini, Paulo B. Lourenço
Limited preservation of strike-slip surface displacement in the geomorphic record Limited preservation of strike-slip surface displacement in the geomorphic record
Offset geomorphic markers are commonly used to interpret slip history of strike-slip faults and have played an important role in forming earthquake recurrence models. These data sets are typically analyzed using cumulative probability methods to interpret average amounts of slip in past earthquakes. However, interpretation of the geomorphic record to infer surface slip history is...
Authors
Nadine G. Reitman, Yann Klinger, Richard W. Briggs, Ryan D. Gold