Structural Engineering, Mechanics, and Materials
Parent: UC Berkeley
eScholarship stats: Breakdown by Item for June through September, 2026
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 451 | 407 | 44 | 90.2% |
| 5fz1t29j | Laboratory Tests, Analytical Modeling, and Design Model Development for Column-Foundation Connections with Headed Anchors | 344 | 259 | 85 | 75.3% |
| 9pg4d5k6 | Seismic Demands on Nonstructural Components in Isolated Buildings: Peak Floor Accelerations and Recommendations for a Lower-Bound Seismic Design Force | 332 | 153 | 179 | 46.1% |
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 324 | 79 | 245 | 24.4% |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 295 | 135 | 160 | 45.8% |
| 8jb7s1w8 | DRAIN-3DX: Base Program Description and User Guide: Version 1.10 | 291 | 232 | 59 | 79.7% |
| 9919000n | A Consistent Return Mapping Algorithm for Plane Stress Elastoplasticity | 273 | 69 | 204 | 25.3% |
| 0p878772 | DRAIN-2DX base program description and user guide: version 1.10 | 232 | 123 | 109 | 53.0% |
| 0xj2468h | SEMM Graduate Program Primer: 2025 | 228 | 184 | 44 | 80.7% |
| 7kt4z5h3 | One-Way Shear Strength of Large Beams and Foundation ElementsContaining High-Strength Longitudinal Reinforcement | 226 | 166 | 60 | 73.5% |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 222 | 186 | 36 | 83.8% |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 202 | 153 | 49 | 75.7% |
| 0kt8c3mx | On permeable cracks in a piezoelectric ceramic. 2, Saturation strip model | 193 | 143 | 50 | 74.1% |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 193 | 155 | 38 | 80.3% |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 193 | 153 | 40 | 79.3% |
| 9f04j256 | Effects of Microstructure on Deformation and Fracture of Portland Cement Paste | 187 | 161 | 26 | 86.1% |
| 7z27m01j | Laboratory test of column-foundation moment transfer connection with headed anchors and shear reinforcement | 178 | 131 | 47 | 73.6% |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 174 | 152 | 22 | 87.4% |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 173 | 127 | 46 | 73.4% |
| 59x2h28q | A Mixed Formulation for the Finite Element Solution of Contact Problems | 171 | 132 | 39 | 77.2% |
| 1qm629b9 | Structural Behavior of a 48 Inch Diameter Pipe Under Combined Loading | 170 | 122 | 48 | 71.8% |
| 7g61w8j1 | Chucking pressures for idealized Coulomb-type electrostatic chucks | 170 | 44 | 126 | 25.9% |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 169 | 64 | 105 | 37.9% |
| 7q48p6s2 | Laboratory tests of column-foundation moment transfer connections with headed anchors | 168 | 144 | 24 | 85.7% |
| 2dp0684x | On the modeling of restrained torsional warping in prismatic elastic shafts (a full report) | 166 | 128 | 38 | 77.1% |
| 00w3m1rg | Structural Behavior of a Curved 2-Span Reinforced Concrete Box Girder Bridge Model, Vol. 3 -- Detailed Tables of Experiments and Analytical Results | 162 | 124 | 38 | 76.5% |
| 06m2713s | Structural Behavior of a Two Span Reinforced Concrete Box Girder Bridge Model, Vol. III -- Detailed Tables of Experimental and Analytical Results | 162 | 121 | 41 | 74.7% |
| 39q5365v | Durability, Tomography, and Repair of Reinforced Concrete | 160 | 124 | 36 | 77.5% |
| 4vd3j4h6 | 4-Node Axisymmetric Element Based Upon the Hellinger-Reissner Functional | 158 | 118 | 40 | 74.7% |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 158 | 29 | 129 | 18.4% |
| 1tf7t9s4 | A Perturbed Lagrangian Formulation for the Finite Element Solution of Contact Problems | 156 | 55 | 101 | 35.3% |
| 05k0g805 | Effects of Humidity on the Time-Dependent Behavior of Concrete Under Sustained Loading | 150 | 127 | 23 | 84.7% |
| 8nt3c86z | A fully coupled, electrochemical-magnetic theory with applications to solid-state battery materials | 148 | 61 | 87 | 41.2% |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 144 | 96 | 48 | 66.7% |
| 1299s7n3 | SAP - A General Structural Analysis Program | 137 | 72 | 65 | 52.6% |
| 0n21c6dk | Collapse of a concrete wall building in the 2010 Chile Earthquake | 134 | 100 | 34 | 74.6% |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 125 | 23 | 102 | 18.4% |
| 6c06v1kh | A Simple Model of Generalized Plasticity | 123 | 12 | 111 | 9.8% |
| 1kg0q03z | Optimization Algorithms for Structural Reliability Analysis | 121 | 78 | 43 | 64.5% |
| 4t55h94h | Clarifying the representation of isotropic symmetric tensor-valued functions of two symmetric tensors | 119 | 43 | 76 | 36.1% |
| 3923585b | An optimal discretization of random fields | 118 | 63 | 55 | 53.4% |
| 302506qd | Computational Methods for Inverse Deformations in Quasi-Incompressible Finite Elasticity | 115 | 18 | 97 | 15.7% |
| 5xb5t5mz | Nonlinear Geometric Material and Time-Dependent Analysis of Reinforced and Prestressed Concrete Frames | 114 | 15 | 99 | 13.2% |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 110 | 67 | 43 | 60.9% |
| 3739w8d3 | Structural reliability under incomplete probability information | 108 | 54 | 54 | 50.0% |
| 3w99q5tf | Seismic response of bridges with rocking foundations at a near-fault site | 108 | 12 | 96 | 11.1% |
| 9v61q2nj | A Robust Quadrilateral Membrane Finite Element With Drilling Degrees of Freedom | 106 | 53 | 53 | 50.0% |
| 6bc4v7jp | Microstructural mechanics of granular media | 105 | 11 | 94 | 10.5% |
| 5zp1c6wn | Drain-2DX: base program user guide | 104 | 23 | 81 | 22.1% |
| 51c0t9z6 | Drain-2DX element description and user guide for element type 01, type 02, type 04, type 06, type 09, and type 15: version 1.10 | 99 | 42 | 57 | 42.4% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.