The 17 January 1994 Northridge, California, Earthquake: A Retrospective Analysis

Seismic resilience of typical code-conforming RC moment frame buildings in Canada

Inelastic response spectra of self-centering structures with the flag-shaped hysteretic response subjected to near-fault pulse-type ground motions

A Multidimension Source Model for Generating Broadband Ground Motions with Deterministic 3D Numerical Simulations

Comparison of the Recorded Significant Duration of the Lushan Earthquake with Empirical Model Predictions

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

A Methodology for Evaluating Component-Level Loss Predictions of the FEMA P-58 Seismic Performance Assessment Procedure

Lessons Learned from Evaluating the Responses of Instrumented Buildings in the United States: The Effects of Supporting Building Characteristics on Floor Response Spectra

Seismic Collapse Fragility Analysis of Reinforced Concrete Shear Wall Buildings

Seismic Performance of Ductile Steel Moment-Resisting Frames Subjected to Multiple Strong Ground Motions

Validation of Deterministic Broadband Ground Motion and Variability from Dynamic Rupture Simulations of Buried Thrust Earthquakes

Performance-Based Seismic Design and Evaluation of Fused Steel Diagrid Frame

Viscoelastic Coupling Dampers for Enhanced Multiple Seismic Hazard Level Performance of High-Rise Buildings

Out-of-Plane Dynamic Stability of Unreinforced Masonry Walls in One-Way Bending: Parametric Study and Assessment Guidelines: O. Penner and K. J. Elwood, Earthquake Spectra , vol. 32, no. 3 (August 2016): 1699–1723.

Fragility Curves for Residential Masonry Chimneys

A Centrifuge Study of Seismic Structure-Soil-Structure Interaction on Liquefiable Ground and Implications for Design in Dense Urban Areas

Damage Index for Different Structural Systems Subjected to Recorded Earthquake Ground Motions

Elastic and Inelastic Near-Fault Input Energy Spectra

Modeling and Evaluation of a Seismically Isolated Bridge Using Unbonded Fiber-Reinforced Elastomeric Isolators

Time-Variant Modal Parameters and Response Behavior of a Base-Isolated Building Tested on a Shake Table