UCLA Civil and Environmental Engineering
Parent: UCLA
eScholarship stats: History by Item for September through December, 2024
Item | Title | Total requests | 2024-12 | 2024-11 | 2024-10 | 2024-09 |
---|---|---|---|---|---|---|
0fz7h64j | Estimating Undrained Strength of Clays from Direct Shear Testing at Fast Displacement Rates | 196 | 31 | 51 | 61 | 53 |
36t9s0mp | Factors and Processes Affecting Delta Levee System Vulnerability | 182 | 34 | 59 | 57 | 32 |
90b2c6w9 | Implications of mHVSR Spatial Variability on Site Response Predictability | 150 | 19 | 34 | 97 | |
7zq911jz | A general method to synthesize and sinter bulk ceramics in seconds | 137 | 45 | 28 | 34 | 30 |
70n5p7mc | Reverse osmosis membrane biofouling: causes, consequences and countermeasures | 110 | 36 | 18 | 37 | 19 |
9t09660m | Seismic soil-structure interaction in buildings. I: Analytical aspects | 101 | 35 | 31 | 21 | 14 |
8bj493bc | Settlements and excess pore pressure generation in peaty soils under embankments during cyclic loading | 93 | 23 | 16 | 32 | 22 |
1qm5j970 | A screen analysis procedure for seismic slope stability | 91 | 22 | 24 | 31 | 14 |
1x6139kd | Recommendations on best available science for the United States National Seismic Hazard Model | 81 | 22 | 16 | 26 | 17 |
5ch0f8mg | Full Scale Cyclic Testing of Foundation Support Systems for Highway Bridges. Part II: Abutment Backwalls | 81 | 21 | 13 | 19 | 28 |
5w9864xb | Fracture Toughness of Silicate Glasses: Insights from Molecular Dynamics Simulations | 76 | 25 | 17 | 19 | 15 |
5fc796tk | A Constitutive Model Controlling Damping for 2D and 3D Site Response | 75 | 22 | 20 | 17 | 16 |
1gz7c50w | Prediction equations for significant duration of earthquake ground motions considering site and near-source effects | 74 | 22 | 12 | 26 | 14 |
3037q1t6 | Nonlinear Site Amplification as Function of 30m Shear Wave Velocity | 74 | 20 | 17 | 29 | 8 |
33r8887m | Laboratory Component of Next-Generation Liquefaction Project Database | 70 | 16 | 10 | 26 | 18 |
7db3d49z | Nonlinear seismic ground response analysis: code usage protocols and verification against vertical array data | 69 | 15 | 11 | 26 | 17 |
5r53b2ht | Author Correction: A critical review of point-of-use drinking water treatment in the United States | 68 | 18 | 13 | 22 | 15 |
91z0j94c | Calcination-free production of calcium hydroxide at sub-boiling temperatures | 67 | 19 | 15 | 22 | 11 |
8gv2j7dr | Updated ground motion spectral matching requirements in the 2015 NEHRP recommended seismic provisions | 64 | 13 | 17 | 25 | 9 |
2bx8311x | Unsupervised machine learning for detecting soil layer boundaries from cone penetration test data | 62 | 15 | 27 | 14 | 6 |
2546f8hw | Panel Review of Ground Motion Characterization Model in 2023 NSHM | 61 | 15 | 12 | 22 | 12 |
7c5870pf | A general framework for modeling subregional path effects | 59 | 11 | 10 | 34 | 4 |
3bn528xc | NGA-SUB GROUND MOTION DATABASE | 58 | 25 | 7 | 21 | 5 |
2sc5g220 | Site-to-Site Standard Deviation Model for Central and Eastern North America | 57 | 14 | 19 | 23 | 1 |
8xx7w310 | Failure of Tapo Canyon Tailings Dam | 57 | 19 | 13 | 19 | 6 |
049660rm | A proposed seismic velocity profile database model | 55 | 14 | 12 | 16 | 13 |
0jh8z8jj | Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake | 55 | 6 | 17 | 20 | 12 |
3nd293hk | An overview of the great Alaska earthquake of 1964. | 54 | 12 | 5 | 20 | 17 |
0cx1452c | Variations between foundation-level and free-field earthquake ground motions | 52 | 15 | 11 | 16 | 10 |
8092q930 | UV exposure to PET microplastics increases their downward mobility in stormwater biofilters undergoing freeze–thaw cycles | 51 | 19 | 8 | 8 | 16 |
3wm8s4pg | Findings from a decade of ground motion simulation validation research and a path forward | 50 | 20 | 8 | 14 | 8 |
48t8k8cd | Subsurface Characterization at Ground Failure Sites in Adapazari, Turkey | 50 | 11 | 6 | 20 | 13 |
5427j7f3 | Applications of non-ergodic site response in ground motion modeling | 48 | 11 | 17 | 15 | 5 |
0x71n55h | CPT-Based Probabilistic and Deterministic Assessment of In Situ Seismic Soil Liquefaction Potential | 47 | 11 | 10 | 17 | 9 |
1sw070c3 | FEM Analysis of Dynamic Soil-Pile-Structure Interaction in Liquefied and Laterally Spreading Ground | 46 | 18 | 10 | 10 | 8 |
7qp9w0tb | Seismic soil-structure interaction in buildings. II: Empirical findings | 45 | 16 | 7 | 13 | 9 |
12f5332m | Use of Exact Solutions of Wave Propagation Problems to Guide Implementation of Nonlinear Seismic Ground Response Analysis Procedures | 44 | 6 | 5 | 23 | 10 |
84v1r3t8 | Strong ground motions and damage patterns from the 1999 Duzce earthquake in Turkey | 44 | 20 | 10 | 10 | 4 |
0jk5d8nh | Impacts of 2020 Beirut Explosion on Port Infrastructure and Nearby Buildings | 43 | 17 | 6 | 14 | 6 |
9731j6bz | Reliability of low frequency mHVSR ordinates | 43 | 13 | 6 | 12 | 12 |
1td7368m | Analysis of foundation damping from theoretical models and forced vibration testing | 42 | 9 | 9 | 12 | 12 |
44c450q3 | Molecular mechanisms of thickness-dependent water desalination in polyamide reverse-osmosis membranes | 41 | 11 | 8 | 17 | 5 |
8mk017th | Kinematic soil-structure interaction effects from building and free-field seismic arrays in Japan | 41 | 8 | 12 | 15 | 6 |
3mr1w33t | Engineering Characterization of Earthquake Ground Motion Coherency and Amplitude Variability | 39 | 14 | 9 | 11 | 5 |
6f7990md | Empirical site response of Mexico City through regionalization of global subduction GMMs | 39 | 15 | 9 | 8 | 7 |
6z40d9td | OpenSees Beam on Nonlinear Winkler Foundation Modeling of Pile Groups in Liquefied and Laterally Spreading Ground in Centrifuge Tests. | 39 | 13 | 17 | 7 | 2 |
74h0v84v | Parameter Identification of Framed Structures Using an Improved Finite Element Model Updating Method—Part I: Formulation and Validation | 39 | 14 | 6 | 10 | 9 |
8q37k1gp | A critical review of point-of-use drinking water treatment in the United States | 39 | 15 | 8 | 9 | 7 |
24w4q3jx | Rocking Response of Free-Standing Blocks Under Cycloidal Pulses | 36 | 7 | 8 | 15 | 6 |
3j47t3wr | Unloading-reloading rule for nonlinear site response analysis | 36 | 7 | 3 | 17 | 9 |
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