Earthquake Engineering
Parent: Department of Civil and Environmental Engineering, UCLA
eScholarship stats: Breakdown by Item for April through July, 2026
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 0r59p7bk | Site response in NEHRP Provisions and NGA models | 227 | 60 | 167 | 26.4% |
| 4pw1r476 | Implications of California vertical array data for the analysis of site response with 1D geotechnical modeling | 211 | 103 | 108 | 48.8% |
| 8fm3h6rj | Probabilistic Seismic Hazard Analysis for a Dam Site in Calabria (Southern Italy) | 210 | 79 | 131 | 37.6% |
| 9m8075g1 | NGA-Subduction site database | 165 | 60 | 105 | 36.4% |
| 49d460v7 | Development of NGA-Subduction database | 161 | 57 | 104 | 35.4% |
| 019523j6 | Assessment of soil-structure interaction modeling strategies for response history analysis of buildings | 156 | 65 | 91 | 41.7% |
| 1963r6jf | Site effects in parametric ground motion models for the GEM-PEER Global GMPEs Project | 156 | 47 | 109 | 30.1% |
| 1hc2543n | Radiation Damping of Shallow Foundations on Nonlinear Soil Medium | 150 | 30 | 120 | 20.0% |
| 8602788p | Dynamic field fest of a model levee founded on peaty organic soil using an eccentric mass shaker | 144 | 34 | 110 | 23.6% |
| 3mr1w33t | Engineering Characterization of Earthquake Ground Motion Coherency and Amplitude Variability | 143 | 70 | 73 | 49.0% |
| 8374p3d3 | Development of geologic site classes for seismic site amplification for central and eastern North America | 140 | 39 | 101 | 27.9% |
| 2k73b70c | Comparison of ground motion attributes from 2011 Tohoku-oki mainshock and two subsequent events | 139 | 59 | 80 | 42.4% |
| 8mk017th | Kinematic soil-structure interaction effects from building and free-field seismic arrays in Japan | 138 | 71 | 67 | 51.4% |
| 9dj3t2fc | Critical evaluation of Italian strong motion data and comparison to NGA ground motion prediction equations | 132 | 53 | 79 | 40.2% |
| 5t73x5tj | Incorporating Soil-Structure Interaction intoSeismic Response Analyses for Buildings | 125 | 39 | 86 | 31.2% |
| 8b43q93s | Finite Element Modeling of Shallow Foundations on Nonlinear Soil Medium | 124 | 39 | 85 | 31.5% |
| 4nm9q7ps | Probabilistic versus Deterministic Implementation of Nonlinear Site Factors in Seismic Hazard | 122 | 44 | 78 | 36.1% |
| 4qh4g53z | Remote monitoring of a model levee constructed on soft peaty organic soil | 119 | 33 | 86 | 27.7% |
| 6pn9s2hg | Selection of a Global Set of GMPEs for the GEM-PEER Global GMPEs Project | 117 | 45 | 72 | 38.5% |
| 6v9844m7 | ENGINEERING RECONNAISSANCE FOLLOWING THE AUGUST 24, 2016M6.0 CENTRAL ITALY EARTHQUAKE | 115 | 47 | 68 | 40.9% |
| 1db101h6 | Applicability of levee fragility functions developed from Japanese data to California’s Central Valley | 112 | 0 | 112 | 0.0% |
| 9pz1x513 | Implications of California Vertical Array Data for Modeling of Non-Ergodic Site Response | 105 | 34 | 71 | 32.4% |
| 9zx5m1kc | Groundwater level evaluation for river flood control levees and its effect on seismic performance | 96 | 46 | 50 | 47.9% |
| 86p6n9hg | Ground motion estimation for evaluation of levee performance in past earthquakes | 90 | 33 | 57 | 36.7% |
| 64x0k6zd | Measurements of dynamic impedance for a model levee on peat | 72 | 30 | 42 | 41.7% |
| 796433tx | Implementation of 1D Ground Response Analysis in Probabilistic Assessments of Ground Shaking Potential | 65 | 30 | 35 | 46.2% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.