Issues

Articles
A New Paradigm for Structural Characterization, including Rotational Measurements at a Single Site
Implementation of Iwan‐Type Nonlinear Rheology in a 3D High‐Order Staggered‐Grid Finite‐Difference Method
Subregional Anelastic Attenuation Model for California
Fractal Slope‐Based Seismic Wave Detection Method
A Deep‐Learning Phase Picker with Calibrated Bayesian‐Derived Uncertainties for Earthquakes in the Yellowstone Volcanic Region
ArrayNet: A Combined Seismic Phase Classification and Back‐Azimuth Regression Neural Network for Array Processing Pipelines
Predictive Models for Seismic Source Parameters Based on Machine Learning and General Orthogonal Regression Approaches
A Detailed View of the 2020–2023 Southwestern Puerto Rico Seismic Sequence with Deep Learning
The 28 October 2022 3.8 Goesan Earthquake Sequence in Central Korea: Stress Drop, Aftershock Triggering, and Fault Interaction
The 2022 5.8 and 6.0 Maerkang Earthquakes: Two Strike‐Slip Events Occurred on V‐Shaped Faults
Seismogenic Structure of the Hidden Haicheng Fault System in China Revealed by Seismic Observations from 2008 to 2018
Earthquake Forecasting Using Big Data and Artificial Intelligence: A 30‐Week Real‐Time Case Study in China
Complex Crustal Deformation Controlled by the 3D Geometry of the Chile Subduction Zone
Geologic and Geophysical Evidence of Repeated Normal Faulting on the Itozawa Fault—the Source of the 6.6 Iwaki Earthquake Triggered by the 9.0 Tohoku‐Oki Megathrust Earthquake, Nort...
Slip Deficit Rates on Southern Cascadia Faults Resolved with Viscoelastic Earthquake Cycle Modeling of Geodetic Deformation
3D Wave Propagation Simulations of 6.5+ Earthquakes on the Tacoma Fault, Washington State, Considering the Effects of Topography, a Geotechnical Gradient, and a Fault Damage Zone
Reactivation of Precambrian Faults by Deep Wastewater Injection in Midland Basin, Texas, and Performance Evaluation of Seismic Response Areas
Soil–Structure Interaction Effects on a Regional Scale through Ground‐Motion Simulations and Reduced Order Models: A Case Study from the 2008 5.4 Chino Hills Mainshock
A Methodology to Combine Shaking and Ground Failure Models for Forecasting Seismic Damage to Buried Pipeline Networks
A Statistical Approach to Estimate Seismic Monitoring Stations’ Biases and Error Levels
Effects on Probabilistic Seismic Hazard Estimates That Result from Nonuniqueness in Declustering an Earthquake Catalog
Analyzing the Temporal Variation in Macroseismic Intensity Rating Values and Predicting Macroseismic Intensity on the Tibetan Plateau
Hard‐Rock at KiK‐Net Sites in Japan
Uncertainties in Broadband Determination of the High‐Frequency Spectral Decay, Kappa, in Eastern Canada
A Site‐Response Model for the Vertical Component of Ground‐Motion Prediction Equation Using a New Site‐Response Parameter
Ideal‐Pulse‐Based Strong‐Motion Duration for Multi‐Pulse Near‐Fault Records
Modification of Ground‐Motion Models to Estimate Orientation‐Dependent Horizontal Response Spectra in Strike‐Slip Earthquakes
Displacement Hazard from Distributed Ruptures in Strike‐Slip Earthquakes
Comments and Replies
Comment on “A New Decade in Seismoacoustics (2010–2022)” by Fransiska Dannemann Dugick, Clinton Koch, Elizabeth Berg, Stephen Arrowsmith, and Sarah Albert
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Cover Image
Cover Image
The cover image shows the iconic Prime Tower, a high-rise building in Zürich, Switzerland, against a majestic Alpine scenery. What are the dynamic properties of such a structure, imperative, for instance, for structural health monitoring? How can these dynamic properties be measured effectively using only a minimal footprint? The article by Yara Rossi et al., “A New Paradigm for Structural Characterization, including Rotational Measurements at a Single Site” (this issue), demonstrates that this can be achieved using only two collocated seismic sensors: a three-component translational and a three-component rotational sensor. Using the data from a 6C-station that the authors installed on the Prime Tower (Zürich), they developed and calibrated a method for characterizing the modal properties and structural response of the building.
Image credit: Prisma by Dukas Presseagentur GmbH/Alamy Stock Photo
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