UCLA Civil and Environmental Engineering
Parent: UCLA
eScholarship stats: Breakdown by Item for September through December, 2024
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 196 | 28 | 168 | 14.3% |
| 36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 182 | 26 | 156 | 14.3% |
| 90b2c6w9 | Implications of mHVSR Spatial Variability on Site Response Predictability | 150 | 90 | 60 | 60.0% |
| 7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 137 | 126 | 11 | 92.0% |
| 70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 110 | 9 | 101 | 8.2% |
| 9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 101 | 79 | 22 | 78.2% |
| 8bj493bc | Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading | 93 | 23 | 70 | 24.7% |
| 1qm5j970 | A screen analysis procedure for seismic slope stability | 91 | 52 | 39 | 57.1% |
| 1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 81 | 13 | 68 | 16.0% |
| 5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 81 | 48 | 33 | 59.3% |
| 5w9864xb | Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations | 76 | 1 | 75 | 1.3% |
| 5fc796tk | A Constitutive Model Controlling Damping for 2D and 3D Site Response | 75 | 2 | 73 | 2.7% |
| 1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 74 | 23 | 51 | 31.1% |
| 3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 74 | 50 | 24 | 67.6% |
| 33r8887m | Laboratory Component of Next-Generation Liquefaction Project Database | 70 | 1 | 69 | 1.4% |
| 7db3d49z | Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data | 69 | 55 | 14 | 79.7% |
| 5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 68 | 13 | 55 | 19.1% |
| 91z0j94c | Calcination-free production of calcium hydroxide at sub-boiling temperatures | 67 | 7 | 60 | 10.4% |
| 8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 64 | 52 | 12 | 81.3% |
| 2bx8311x | Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data | 62 | 24 | 38 | 38.7% |
| 2546f8hw | Panel Review of Ground Motion Characterization Model in 2023 NSHM | 61 | 16 | 45 | 26.2% |
| 7c5870pf | A general framework for modeling subregional path effects | 59 | 7 | 52 | 11.9% |
| 3bn528xc | NGA-SUB GROUND MOTION DATABASE | 58 | 15 | 43 | 25.9% |
| 2sc5g220 | Site-to-Site Standard Deviation Model for Central and Eastern North America | 57 | 1 | 56 | 1.8% |
| 8xx7w310 | Failure of Tapo Canyon Tailings Dam | 57 | 5 | 52 | 8.8% |
| 049660rm | A proposed seismic velocity profile database model | 55 | 6 | 49 | 10.9% |
| 0jh8z8jj | Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake | 55 | 12 | 43 | 21.8% |
| 3nd293hk | An overview of the great Alaska earthquake of 1964. | 54 | 41 | 13 | 75.9% |
| 0cx1452c | Variations between foundation-level and free-field earthquake ground motions | 52 | 6 | 46 | 11.5% |
| 8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 51 | 26 | 25 | 51.0% |
| 3wm8s4pg | Findings from a decade of ground motion simulation validation research and a path forward | 50 | 25 | 25 | 50.0% |
| 48t8k8cd | Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey | 50 | 27 | 23 | 54.0% |
| 5427j7f3 | Applications of non-ergodic site response in ground motion modeling | 48 | 6 | 42 | 12.5% |
| 0x71n55h | CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential | 47 | 33 | 14 | 70.2% |
| 1sw070c3 | FEM Analysis of Dynamic Soil-Pile-Structure Interaction in Liquefied and Laterally Spreading Ground | 46 | 23 | 23 | 50.0% |
| 7qp9w0tb | Seismic soil-structure interaction in buildings. II: Empirical findings | 45 | 39 | 6 | 86.7% |
| 12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 44 | 14 | 30 | 31.8% |
| 84v1r3t8 | Strong ground motions and damage patterns from the 1999 Duzce earthquake in Turkey | 44 | 36 | 8 | 81.8% |
| 0jk5d8nh | Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings | 43 | 10 | 33 | 23.3% |
| 9731j6bz | Reliability of low frequency mHVSR ordinates | 43 | 8 | 35 | 18.6% |
| 1td7368m | Analysis of foundation damping from theoretical models and forced vibration testing | 42 | 36 | 6 | 85.7% |
| 44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 41 | 33 | 8 | 80.5% |
| 8mk017th | Kinematic soil-structure interaction effects from building and free-field seismic arrays in Japan | 41 | 13 | 28 | 31.7% |
| 3mr1w33t | Engineering Characterization of Earthquake Ground Motion Coherency and Amplitude Variability | 39 | 16 | 23 | 41.0% |
| 6f7990md | Empirical site response of Mexico City through regionalization of global subduction GMMs | 39 | 12 | 27 | 30.8% |
| 6z40d9td | OpenSees Beam on Nonlinear Winkler Foundation Modeling of Pile Groups in Liquefied and Laterally Spreading Ground in Centrifuge Tests. | 39 | 16 | 23 | 41.0% |
| 74h0v84v | Parameter Identification of Framed Structures Using an Improved Finite Element Model Updating Method—Part I: Formulation and Validation | 39 | 6 | 33 | 15.4% |
| 8q37k1gp | A critical review of point-of-use drinking water treatment in the United States | 39 | 19 | 20 | 48.7% |
| 24w4q3jx | Rocking Response of Free-Standing Blocks Under Cycloidal Pulses | 36 | 10 | 26 | 27.8% |
| 3j47t3wr | Unloading-reloading rule for nonlinear site response analysis | 36 | 24 | 12 | 66.7% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.