Earthquake Engineering
Parent: Department of Civil and Environmental Engineering, UCLA
eScholarship stats: History by Item for June through September, 2026
| Item | Title | Total requests | 2026-09 | 2026-08 | 2026-07 | 2026-06 |
|---|---|---|---|---|---|---|
| 8fm3h6rj | Probabilistic Seismic Hazard Analysis for a Dam Site in Calabria (Southern Italy) | 198 | 37 | 62 | 37 | 62 |
| 4pw1r476 | Implications of California vertical array data for the analysis of site response with 1D geotechnical modeling | 189 | 34 | 64 | 33 | 58 |
| 0r59p7bk | Site response in NEHRP Provisions and NGA models | 145 | 30 | 37 | 32 | 46 |
| 8374p3d3 | Development of geologic site classes for seismic site amplification for central and eastern North America | 145 | 33 | 52 | 25 | 35 |
| 9m8075g1 | NGA-Subduction site database | 145 | 63 | 34 | 17 | 31 |
| 3mr1w33t | Engineering Characterization of Earthquake Ground Motion Coherency and Amplitude Variability | 144 | 52 | 40 | 24 | 28 |
| 1hc2543n | Radiation Damping of Shallow Foundations on Nonlinear Soil Medium | 143 | 53 | 43 | 31 | 16 |
| 8mk017th | Kinematic soil-structure interaction effects from building and free-field seismic arrays in Japan | 140 | 49 | 55 | 10 | 26 |
| 8602788p | Dynamic field fest of a model levee founded on peaty organic soil using an eccentric mass shaker | 134 | 24 | 31 | 22 | 57 |
| 49d460v7 | Development of NGA-Subduction database | 129 | 37 | 35 | 15 | 42 |
| 9dj3t2fc | Critical evaluation of Italian strong motion data and comparison to NGA ground motion prediction equations | 123 | 43 | 28 | 16 | 36 |
| 1963r6jf | Site effects in parametric ground motion models for the GEM-PEER Global GMPEs Project | 121 | 38 | 37 | 14 | 32 |
| 019523j6 | Assessment of soil-structure interaction modeling strategies for response history analysis of buildings | 115 | 30 | 31 | 20 | 34 |
| 4qh4g53z | Remote monitoring of a model levee constructed on soft peaty organic soil | 103 | 16 | 51 | 16 | 20 |
| 6pn9s2hg | Selection of a Global Set of GMPEs for the GEM-PEER Global GMPEs Project | 97 | 34 | 30 | 12 | 21 |
| 5t73x5tj | Incorporating Soil-Structure Interaction intoSeismic Response Analyses for Buildings | 96 | 26 | 36 | 12 | 22 |
| 4nm9q7ps | Probabilistic versus Deterministic Implementation of Nonlinear Site Factors in Seismic Hazard | 95 | 29 | 34 | 9 | 23 |
| 9pz1x513 | Implications of California Vertical Array Data for Modeling of Non-Ergodic Site Response | 94 | 41 | 30 | 10 | 13 |
| 2k73b70c | Comparison of ground motion attributes from 2011 Tohoku-oki mainshock and two subsequent events | 93 | 39 | 14 | 16 | 24 |
| 6v9844m7 | ENGINEERING RECONNAISSANCE FOLLOWING THE AUGUST 24, 2016M6.0 CENTRAL ITALY EARTHQUAKE | 89 | 23 | 32 | 17 | 17 |
| 9zx5m1kc | Groundwater level evaluation for river flood control levees and its effect on seismic performance | 89 | 27 | 28 | 13 | 21 |
| 86p6n9hg | Ground motion estimation for evaluation of levee performance in past earthquakes | 80 | 28 | 24 | 9 | 19 |
| 64x0k6zd | Measurements of dynamic impedance for a model levee on peat | 74 | 32 | 22 | 8 | 12 |
| 1db101h6 | Applicability of levee fragility functions developed from Japanese data to California’s Central Valley | 72 | 27 | 10 | 19 | 16 |
| 8b43q93s | Finite Element Modeling of Shallow Foundations on Nonlinear Soil Medium | 67 | 25 | 14 | 8 | 20 |
| 796433tx | Implementation of 1D Ground Response Analysis in Probabilistic Assessments of Ground Shaking Potential | 51 | 15 | 15 | 3 | 18 |
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