| A Probabilistic Model to Evaluate Options for Mitigating Induced Seismic Risk |
18 |
| Repair Costs of Existing RC Buildings Damaged by the L'Aquila Earthquake and Comparison with FEMA P-58 Predictions |
17 |
| Local Site Effects and Incremental Damage of Buildings During the 2016 Central Italy Earthquake Sequence |
13 |
| What is the Smallest Earthquake Magnitude that Needs to be Considered in Assessing Liquefaction Hazard? |
11 |
| Reconnaissance of 2016 Central Italy Earthquake Sequence |
10 |
| Earthquake-Induced Ground Deformations in the Low-Seismicity Region: A Case of the 2017 M5.4 Pohang, South Korea, Earthquake |
9 |
| Site Amplification Functions for Central and Eastern North America - Part II: Modular Simulation-Based Models |
9 |
| Site Amplification Functions for Central and Eastern North America - Part I: Simulation Data Set Development |
8 |
| Development and Application of FEMA P-58 Compatible Story Loss Functions |
8 |
| The Hysteretic Energy as a Performance Measure in Analytical Studies |
8 |
| Equivalent Energy Design Procedure for Earthquake Resilient Fused Structures |
8 |
| Impacts of Simulated M9 Cascadia Subduction Zone Motions on Idealized Systems |
8 |
| Elastic and Inelastic Near-Fault Input Energy Spectra |
7 |
| Ground Motion Model for Small-to-Moderate Earthquakes in Texas, Oklahoma, and Kansas |
7 |
| Boundary Elements of Special Reinforced Concrete Walls Tested under Different Loading Paths |
7 |
| Evaluation of the Scaling Factor Bias Influence on the Probability of Collapse Using S-a(T-1) as the Intensity Measure |
7 |
| Surface Faulting Caused by the 2016 Central Italy Seismic Sequence: Field Mapping and LiDAR/UAV Imaging |
6 |
| A Centrifuge Study of Seismic Structure-Soil-Structure Interaction on Liquefiable Ground and Implications for Design in Dense Urban Areas |
6 |
| Replicating the Recovery Following the 2014 South Napa Earthquake Using Stochastic Process Models |
6 |
| Fragility Curves for Wide-Flange Steel Columns and Implications for Building-Specific Earthquake-Induced Loss Assessment |
6 |
| Ground Motion Selection in the Near-Fault Region Considering Directivity-Induced Pulse Effects |
6 |
| Empirical Linear Seismic Site Amplification in Central and Eastern North America |
6 |
| Taiwan-Specific Model for VS30 Prediction Considering Between-Proxy Correlations |
6 |
| Correlation of Spectral Acceleration Values of Mainshock-Aftershock Ground Motion Pairs |
6 |
| Lessons Learned from Evaluating the Responses of Instrumented Buildings in the United States: The Effects of Supporting Building Characteristics on Floor Response Spectra |
6 |
| Performance-Based Probabilistic Seismic Slope Displacement Procedure |
6 |
| A Flatfile of Ground Motion Intensity Measurements from Induced Earthquakes in Oklahoma and Kansas |
6 |
| Development of Deep Shear Wave Velocity Profiles with Estimates of Uncertainty in the Complex Interbedded Geology of Christchurch, New Zealand |
5 |
| Behavior of Confined Masonry Walls with Openings under In-Plane and Out-of-Plane Loads |
5 |
| Pseudodynamic Test of a Deficient RC Frame Strengthened with Buckling Restrained Braces |
5 |
| The Beneficial Role of Piles on the Seismic Loading of Structures |
5 |
| Optimal EDPs for Post-Earthquake Damage Assessment of Extended Pile-Shaft-Supported Bridges Subjected to Transverse Spreading |
5 |
| Testing of 17 Identical Ductile Reinforced Concrete Beams with Various Loading Protocols and Boundary Conditions |
5 |
| Phased Reconnaissance Approach to Documenting Landslides Following the 2016 Central Italy Earthquakes |
5 |
| Does the One-Dimensional Assumption Hold for Site Response Analysis? A Study of Seismic Site Responses and Implication for Ground Motion Assessment Using KiK-Net Strong-Motion Data |
5 |
| Uncertainty and Correlation in Seismic Vulnerability Functions of Building Classes |
5 |
| Performance-Based Seismic Design and Evaluation of Fused Steel Diagrid Frame |
4 |
| Integrating Performance-Based Engineering and Urban Simulation to Model Post-Earthquake Housing Recovery |
4 |
| Computation of Vector Hazard Using Salient Features of Seismic Hazard Deaggregation |
4 |
| Development of Fragility Curves for Confined Masonry Buildings in Lima, Peru |
4 |
| 2016-2017 Central Italy Earthquake Sequence: Seismic Retrofit Policy and Effectiveness |
4 |
| Influence of Epistemic Uncertainty in Shear Wave Velocity on Seismic Ground Response Analyses |
4 |
| A Framework to Evaluate the Benefit of Seismic Upgrading |
4 |
| Consideration and Propagation of Ground Motion Selection Epistemic Uncertainties to Seismic Performance Metrics |
4 |
| A Methodology for Evaluating Component-Level Loss Predictions of the FEMA P-58 Seismic Performance Assessment Procedure |
4 |
| Characterizing Dynamic Decay of Motion of Free-Standing Rocking Members |
4 |
| Geophysical Study and 3-D Modeling of Site Effects in Vina del Mar, Chile |
4 |
| Effects of Soil Parameter Variabilities on the Estimation of Ground-Motion Amplification Factors |
3 |
| A Novel Regression Analysis Method for Randomly Truncated Strong-Motion Data |
3 |
| Performance Prediction Equations for Linear Planar Structural Systems: Concept, Formulation, and Validation |
3 |
