Earthquake Engineering
Parent: Department of Civil and Environmental Engineering, UCLA
eScholarship stats: Breakdown by Item for May through August, 2026
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 8fm3h6rj | Probabilistic Seismic Hazard Analysis for a Dam Site in Calabria (Southern Italy) | 232 | 88 | 144 | 37.9% |
| 4pw1r476 | Implications of California vertical array data for the analysis of site response with 1D geotechnical modeling | 224 | 108 | 116 | 48.2% |
| 0r59p7bk | Site response in NEHRP Provisions and NGA models | 202 | 58 | 144 | 28.7% |
| 8374p3d3 | Development of geologic site classes for seismic site amplification for central and eastern North America | 161 | 42 | 119 | 26.1% |
| 8mk017th | Kinematic soil-structure interaction effects from building and free-field seismic arrays in Japan | 158 | 61 | 97 | 38.6% |
| 1963r6jf | Site effects in parametric ground motion models for the GEM-PEER Global GMPEs Project | 157 | 44 | 113 | 28.0% |
| 019523j6 | Assessment of soil-structure interaction modeling strategies for response history analysis of buildings | 149 | 66 | 83 | 44.3% |
| 8602788p | Dynamic field fest of a model levee founded on peaty organic soil using an eccentric mass shaker | 149 | 32 | 117 | 21.5% |
| 3mr1w33t | Engineering Characterization of Earthquake Ground Motion Coherency and Amplitude Variability | 145 | 59 | 86 | 40.7% |
| 9m8075g1 | NGA-Subduction site database | 145 | 55 | 90 | 37.9% |
| 49d460v7 | Development of NGA-Subduction database | 144 | 51 | 93 | 35.4% |
| 1hc2543n | Radiation Damping of Shallow Foundations on Nonlinear Soil Medium | 134 | 21 | 113 | 15.7% |
| 4qh4g53z | Remote monitoring of a model levee constructed on soft peaty organic soil | 133 | 31 | 102 | 23.3% |
| 5t73x5tj | Incorporating Soil-Structure Interaction intoSeismic Response Analyses for Buildings | 122 | 30 | 92 | 24.6% |
| 9dj3t2fc | Critical evaluation of Italian strong motion data and comparison to NGA ground motion prediction equations | 122 | 41 | 81 | 33.6% |
| 2k73b70c | Comparison of ground motion attributes from 2011 Tohoku-oki mainshock and two subsequent events | 112 | 44 | 68 | 39.3% |
| 4nm9q7ps | Probabilistic versus Deterministic Implementation of Nonlinear Site Factors in Seismic Hazard | 112 | 33 | 79 | 29.5% |
| 6pn9s2hg | Selection of a Global Set of GMPEs for the GEM-PEER Global GMPEs Project | 109 | 31 | 78 | 28.4% |
| 9pz1x513 | Implications of California Vertical Array Data for Modeling of Non-Ergodic Site Response | 103 | 30 | 73 | 29.1% |
| 6v9844m7 | ENGINEERING RECONNAISSANCE FOLLOWING THE AUGUST 24, 2016M6.0 CENTRAL ITALY EARTHQUAKE | 102 | 36 | 66 | 35.3% |
| 9zx5m1kc | Groundwater level evaluation for river flood control levees and its effect on seismic performance | 101 | 41 | 60 | 40.6% |
| 8b43q93s | Finite Element Modeling of Shallow Foundations on Nonlinear Soil Medium | 97 | 23 | 74 | 23.7% |
| 86p6n9hg | Ground motion estimation for evaluation of levee performance in past earthquakes | 88 | 25 | 63 | 28.4% |
| 1db101h6 | Applicability of levee fragility functions developed from Japanese data to California’s Central Valley | 79 | 0 | 79 | 0.0% |
| 64x0k6zd | Measurements of dynamic impedance for a model levee on peat | 76 | 29 | 47 | 38.2% |
| 796433tx | Implementation of 1D Ground Response Analysis in Probabilistic Assessments of Ground Shaking Potential | 53 | 20 | 33 | 37.7% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.