Structural Engineering, Mechanics, and Materials
Parent: UC Berkeley
eScholarship stats: Breakdown by Item for April through July, 2026
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 5fz1t29j | Laboratory Tests, Analytical Modeling, and Design Model Development for Column-Foundation Connections with Headed Anchors | 443 | 323 | 120 | 72.9% |
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 399 | 335 | 64 | 84.0% |
| 9919000n | A Consistent Return Mapping Algorithm for Plane Stress Elastoplasticity | 344 | 71 | 273 | 20.6% |
| 9pg4d5k6 | Seismic Demands on Nonstructural Components in Isolated Buildings: Peak Floor Accelerations and Recommendations for a Lower-Bound Seismic Design Force | 340 | 210 | 130 | 61.8% |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 314 | 194 | 120 | 61.8% |
| 9f04j256 | Effects of Microstructure on Deformation and Fracture of Portland Cement Paste | 314 | 281 | 33 | 89.5% |
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 300 | 95 | 205 | 31.7% |
| 7kt4z5h3 | One-Way Shear Strength of Large Beams and Foundation ElementsContaining High-Strength Longitudinal Reinforcement | 298 | 237 | 61 | 79.5% |
| 8jb7s1w8 | DRAIN-3DX: Base Program Description and User Guide: Version 1.10 | 289 | 235 | 54 | 81.3% |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 264 | 218 | 46 | 82.6% |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 264 | 204 | 60 | 77.3% |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 252 | 203 | 49 | 80.6% |
| 4vd3j4h6 | 4-Node Axisymmetric Element Based Upon the Hellinger-Reissner Functional | 251 | 191 | 60 | 76.1% |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 251 | 180 | 71 | 71.7% |
| 7q48p6s2 | Laboratory tests of column-foundation moment transfer connections with headed anchors | 250 | 207 | 43 | 82.8% |
| 7z27m01j | Laboratory test of column-foundation moment transfer connection with headed anchors and shear reinforcement | 238 | 171 | 67 | 71.8% |
| 0kt8c3mx | On permeable cracks in a piezoelectric ceramic. 2, Saturation strip model | 233 | 168 | 65 | 72.1% |
| 1qm629b9 | Structural Behavior of a 48 Inch Diameter Pipe Under Combined Loading | 226 | 159 | 67 | 70.4% |
| 39q5365v | Durability, Tomography, and Repair of Reinforced Concrete | 225 | 175 | 50 | 77.8% |
| 06m2713s | Structural Behavior of a Two Span Reinforced Concrete Box Girder Bridge Model, Vol. III -- Detailed Tables of Experimental and Analytical Results | 224 | 158 | 66 | 70.5% |
| 59x2h28q | A Mixed Formulation for the Finite Element Solution of Contact Problems | 222 | 166 | 56 | 74.8% |
| 2dp0684x | On the modeling of restrained torsional warping in prismatic elastic shafts (a full report) | 221 | 181 | 40 | 81.9% |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 216 | 173 | 43 | 80.1% |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 215 | 158 | 57 | 73.5% |
| 00w3m1rg | Structural Behavior of a Curved 2-Span Reinforced Concrete Box Girder Bridge Model, Vol. 3 -- Detailed Tables of Experiments and Analytical Results | 214 | 168 | 46 | 78.5% |
| 0p878772 | DRAIN-2DX base program description and user guide: version 1.10 | 214 | 172 | 42 | 80.4% |
| 05k0g805 | Effects of Humidity on the Time-Dependent Behavior of Concrete Under Sustained Loading | 205 | 176 | 29 | 85.9% |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 198 | 96 | 102 | 48.5% |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 187 | 46 | 141 | 24.6% |
| 0nv511hp | Finite Element Formulations for Large Displacement and Large Strain Analysis | 186 | 26 | 160 | 14.0% |
| 1tf7t9s4 | A Perturbed Lagrangian Formulation for the Finite Element Solution of Contact Problems | 177 | 66 | 111 | 37.3% |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 172 | 127 | 45 | 73.8% |
| 3w99q5tf | Seismic response of bridges with rocking foundations at a near-fault site | 169 | 52 | 117 | 30.8% |
| 7g61w8j1 | Chucking pressures for idealized Coulomb-type electrostatic chucks | 162 | 41 | 121 | 25.3% |
| 8nt3c86z | A fully coupled, electrochemical-magnetic theory with applications to solid-state battery materials | 146 | 72 | 74 | 49.3% |
| 4t55h94h | Clarifying the representation of isotropic symmetric tensor-valued functions of two symmetric tensors | 144 | 52 | 92 | 36.1% |
| 5xb5t5mz | Nonlinear Geometric Material and Time-Dependent Analysis of Reinforced and Prestressed Concrete Frames | 139 | 32 | 107 | 23.0% |
| 6c06v1kh | A Simple Model of Generalized Plasticity | 138 | 21 | 117 | 15.2% |
| 5zp1c6wn | Drain-2DX: base program user guide | 133 | 35 | 98 | 26.3% |
| 3923585b | An optimal discretization of random fields | 128 | 67 | 61 | 52.3% |
| 1299s7n3 | SAP - A General Structural Analysis Program | 127 | 68 | 59 | 53.5% |
| 0xj2468h | SEMM Graduate Program Primer: 2025 | 125 | 66 | 59 | 52.8% |
| 8614j2v0 | Anchored nonstructural component response to seismic loading - shaking table tests report | 122 | 87 | 35 | 71.3% |
| 37f6n4tw | Solidification of Portland Cement | 118 | 71 | 47 | 60.2% |
| 3kd8p6sg | A Bending Analysis of Elastic-Plastic Circular Plates | 117 | 37 | 80 | 31.6% |
| 9ck933b2 | The Determination of Temperatures Within Mass Concrete Structures | 116 | 50 | 66 | 43.1% |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 115 | 23 | 92 | 20.0% |
| 9tn3b2zb | Large Displacement Analysis of Shells of Revolution, Including Creep, Plasticity and Viscoelasticity | 114 | 53 | 61 | 46.5% |
| 88b9d0h7 | Earthquake-resistant and resilient tall reinforced concrete buildings using base isolation and rocking core-walls | 113 | 56 | 57 | 49.6% |
| 6bc4v7jp | Microstructural mechanics of granular media | 111 | 26 | 85 | 23.4% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.