| A physics-informed semi-empirical probabilistic model for the settlement of shallow-founded structures on liquefiable ground Z Bullock, Z Karimi, S Dashti, K Porter, AB Liel, KW Franke Géotechnique 69 (5), 406-419, 2019 | 103 | 2019 |
| Key predictors of structure settlement on liquefiable ground: a numerical parametric study Z Karimi, S Dashti, Z Bullock, K Porter, A Liel Soil Dynamics and Earthquake Engineering 113, 286-308, 2018 | 76 | 2018 |
| Ground‐motion prediction equations for Arias intensity, cumulative absolute velocity, and peak incremental ground velocity for rock sites in different tectonic environments Z Bullock, S Dashti, A Liel, K Porter, Z Karimi, B Bradley Bulletin of the Seismological Society of America 107 (5), 2293-2309, 2017 | 44 | 2017 |
| Probabilistic models for residual and peak transient tilt of mat-founded structures on liquefiable soils Z Bullock, S Dashti, Z Karimi, A Liel, K Porter, K Franke Journal of Geotechnical and Geoenvironmental Engineering 145 (2), 04018108, 2019 | 39 | 2019 |
| Assessment supporting the use of outcropping rock evolutionary intensity measures for prediction of liquefaction consequences Z Bullock, S Dashti, AB Liel, KA Porter, Z Karimi Earthquake Spectra 35 (4), 1899-1926, 2019 | 28 | 2019 |
| A framework and case study for earthquake vulnerability assessment of incrementally expanding buildings D Lallemant, H Burton, L Ceferino, Z Bullock, A Kiremidjian Earthquake spectra 33 (4), 1369-1384, 2017 | 19 | 2017 |
| A framework for performance-based evaluation of liquefaction effects on buildings Z Bullock University of Colorado at Boulder, 2020 | 13 | 2020 |
| Ground motion models for Arias intensity, cumulative absolute velocity, peak incremental ground velocity, and significant duration in New Zealand Z Bullock Bulletin of the New Zealand Society for Earthquake Engineering 52 (4), 193-207, 2019 | 13 | 2019 |
| Site‐specific liquefaction fragility analysis: Cloud, stripe, and incremental approaches Z Bullock, AB Liel, KA Porter, S Dashti Earthquake Engineering & Structural Dynamics 50 (9), 2529-2550, 2021 | 10 | 2021 |
| Probabilistic liquefaction triggering and manifestation models based on cumulative absolute velocity Z Bullock, S Dashti, AB Liel, KA Porter, BW Maurer Journal of Geotechnical and Geoenvironmental Engineering 148 (3), 04021196, 2022 | 9 | 2022 |
| A suite of ground motion prediction equations for cumulative absolute velocity in shallow crustal earthquakes including epistemic uncertainty Z Bullock, AB Liel, S Dashti, KA Porter Earthquake Spectra 37 (2), 937-958, 2021 | 9 | 2021 |
| Influence of soil and structural parameters on liquefaction-induced settlement of foundations Z Karimi, Z Bullock, S Dashti, A Liel, K Porter Proceedings of the 3rd International Conference on Performance-based Design …, 2017 | 9 | 2017 |
| Can geotechnical liquefaction indices serve as predictors of foundation settlement? Z Bullock, S Dashti, AB Liel, KA Porter Earthquake Spectra 37 (4), 2271-2287, 2021 | 8 | 2021 |
| Framework for regional earthquake-induced landslide assessment using a data-informed probabilistic approach O Ojomo, EM Rathje, Z Bullock, P Wang, P Zimmaro, D Asimaki, J Stewart | 6 | 2022 |
| Seismic settlement of shallow-founded structures on liquefiable ground Z Karimi, Z Bullock, S Dashti, A Liel, K Porter Geo-Risk 2017, 444-453, 2017 | 6 | 2017 |
| Physics-informed probabilistic models for peak pore pressure and shear strain in layered, liquefiable deposits Z Bullock, S Dashti, A Liel, K Porter Géotechnique 73 (7), 572-585, 2022 | 5 | 2022 |
| Hazard-consistent seismic losses and collapse capacities for light-frame wood buildings in California and Cascadia RE Chase, AB Liel, N Luco, Z Bullock Bulletin of Earthquake Engineering 19 (15), 6615-6639, 2021 | 5 | 2021 |
| Log‐logistic uncertainty is more durable than lognormal uncertainty in ground‐motion prediction equations Z Bullock Bulletin of the Seismological Society of America 109 (2), 567-574, 2019 | 5 | 2019 |
| A probabilistic predictive model for foundation settlement on liquefiable soils improved with ground densification YW Hwang, Z Bullock, S Dashti, A Liel Journal of Geotechnical and Geoenvironmental Engineering 148 (5), 04022017, 2022 | 4 | 2022 |
| Influence of soil and structural properties on the response of shallow-founded structures on layered liquefiable deposits Z Karimi, S Dashti, Z Bullock Geotechnical Frontiers 2017, 225-235, 2017 | 4 | 2017 |
