Variability in the Natural Frequencies of a Nine‐Story Concrete Building from Seconds to Decades

Ground motions in urban Los Angeles from the 2019 Ridgecrest earthquake sequence

Effects of long-period processing on structural collapse predictions

70%-Damped Spectral Acceleration as a Ground Motion Intensity Measure for Predicting Highly Nonlinear Response of Structures

Lower Bounds on Ground Motion at Point Reyes during the 1906 San Francisco Earthquake from Train Toppling Analysis

Generalized Seismic Phase Detection with Deep Learning

Structural Health Monitoring of Buildings Using Smartphone Sensors

Inertial Forces from Earthquakes on a Hyperloop Pod

Combining Multiple Earthquake Models in Real Time for Earthquake Early Warning

Downtown Los Angeles 52-Story High-Rise and Free-Field Response to an Oil Refinery Explosion

Characterizing Ground Motions that Collapse Steel Special Moment-Resisting Frames or Make Them Unrepairable

Simulating Building Motions Using Ratios of the Building's Natural Frequencies and a Timoshenko Beam Model

Reply to “Comment on ‘Models of Stochastic, Spatially Varying Stress in the Crust Compatible with Focal‐Mechanism Data, and How Stress Inversions Can Be Biased toward the Stress Rate’ by Deborah Elaine Smith and Thomas H. Heaton” by Jeanne L. Hardebeck

Prediction of Wave Propagation in Buildings Using Data from a Single Seismometer

Models of Stochastic, Spatially Varying Stress in the Crust Compatible with Focal-Mechanism Data, and How Stress Inversions Can Be Biased toward the Stress Rate

Reply to “Comment on ‘Statistical Features of Short-Period and Long-Period Near-Source Ground Motions’ by Masumi Yamada, Anna H. Olsen, and Thomas H. Heaton” by Roberto Paolucci, Carlo Cauzzi, Ezio Faccioli, Marco Stupazzini, and Manuela Villani

Statistical Features of Short-Period and Long-Period Near-Source Ground Motions

Long-Period Building Response to Earthquakes in the San Francisco Bay Area

Propagating Waves in the Steel, Moment-Frame Factor Building Recorded during Earthquakes

Will Performance-based Earthquake Engineering Break the Power Law?