Structural Engineering, Mechanics, and Materials
Parent: UC Berkeley
eScholarship stats: History by Item for March through June, 2026
| Item | Title | Total requests | 2026-06 | 2026-05 | 2026-04 | 2026-03 |
|---|---|---|---|---|---|---|
| 5fz1t29j | Laboratory Tests, Analytical Modeling, and Design Model Development for Column-Foundation Connections with Headed Anchors | 448 | 104 | 163 | 105 | 76 |
| 9pg4d5k6 | Seismic Demands on Nonstructural Components in Isolated Buildings: Peak Floor Accelerations and Recommendations for a Lower-Bound Seismic Design Force | 358 | 72 | 110 | 101 | 75 |
| 9f04j256 | Effects of Microstructure on Deformation and Fracture of Portland Cement Paste | 323 | 76 | 99 | 87 | 61 |
| 9919000n | A Consistent Return Mapping Algorithm for Plane Stress Elastoplasticity | 316 | 116 | 86 | 72 | 42 |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 312 | 106 | 106 | 58 | 42 |
| 7kt4z5h3 | One-Way Shear Strength of Large Beams and Foundation ElementsContaining High-Strength Longitudinal Reinforcement | 306 | 76 | 100 | 81 | 49 |
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 281 | 79 | 83 | 72 | 47 |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 259 | 63 | 90 | 64 | 42 |
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 255 | 64 | 51 | 76 | 64 |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 255 | 71 | 84 | 65 | 35 |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 252 | 74 | 88 | 58 | 32 |
| 7q48p6s2 | Laboratory tests of column-foundation moment transfer connections with headed anchors | 246 | 63 | 87 | 59 | 37 |
| 8jb7s1w8 | DRAIN-3DX: Base Program Description and User Guide: Version 1.10 | 242 | 71 | 83 | 53 | 35 |
| 7z27m01j | Laboratory test of column-foundation moment transfer connection with headed anchors and shear reinforcement | 240 | 70 | 70 | 61 | 39 |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 239 | 67 | 85 | 56 | 31 |
| 4vd3j4h6 | 4-Node Axisymmetric Element Based Upon the Hellinger-Reissner Functional | 236 | 68 | 91 | 57 | 20 |
| 06m2713s | Structural Behavior of a Two Span Reinforced Concrete Box Girder Bridge Model, Vol. III -- Detailed Tables of Experimental and Analytical Results | 226 | 61 | 69 | 61 | 35 |
| 0kt8c3mx | On permeable cracks in a piezoelectric ceramic. 2, Saturation strip model | 226 | 70 | 68 | 59 | 29 |
| 59x2h28q | A Mixed Formulation for the Finite Element Solution of Contact Problems | 224 | 67 | 74 | 49 | 34 |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 224 | 74 | 59 | 38 | 53 |
| 0nv511hp | Finite Element Formulations for Large Displacement and Large Strain Analysis | 221 | 17 | 56 | 86 | 62 |
| 1qm629b9 | Structural Behavior of a 48 Inch Diameter Pipe Under Combined Loading | 219 | 66 | 72 | 57 | 24 |
| 00w3m1rg | Structural Behavior of a Curved 2-Span Reinforced Concrete Box Girder Bridge Model, Vol. 3 -- Detailed Tables of Experiments and Analytical Results | 217 | 65 | 60 | 63 | 29 |
| 2dp0684x | On the modeling of restrained torsional warping in prismatic elastic shafts (a full report) | 216 | 64 | 61 | 54 | 37 |
| 39q5365v | Durability, Tomography, and Repair of Reinforced Concrete | 213 | 63 | 82 | 46 | 22 |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 213 | 63 | 56 | 59 | 35 |
| 0p878772 | DRAIN-2DX base program description and user guide: version 1.10 | 208 | 55 | 65 | 57 | 31 |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 202 | 67 | 65 | 50 | 20 |
| 05k0g805 | Effects of Humidity on the Time-Dependent Behavior of Concrete Under Sustained Loading | 200 | 57 | 63 | 50 | 30 |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 200 | 24 | 107 | 39 | 30 |
| 8nt3c86z | A fully coupled, electrochemical-magnetic theory with applications to solid-state battery materials | 183 | 33 | 54 | 47 | 49 |
| 3w99q5tf | Seismic response of bridges with rocking foundations at a near-fault site | 171 | 32 | 68 | 43 | 28 |
| 4t55h94h | Clarifying the representation of isotropic symmetric tensor-valued functions of two symmetric tensors | 171 | 50 | 34 | 47 | 40 |
| 7g61w8j1 | Chucking pressures for idealized Coulomb-type electrostatic chucks | 170 | 98 | 32 | 21 | 19 |
| 1tf7t9s4 | A Perturbed Lagrangian Formulation for the Finite Element Solution of Contact Problems | 169 | 43 | 51 | 45 | 30 |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 162 | 44 | 54 | 35 | 29 |
| 567633vv | Application of a Return Map Algorithm to Plasticity and Visco-Plasticity Models | 143 | 18 | 43 | 36 | 46 |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 137 | 26 | 25 | 36 | 50 |
| 4k32b2f2 | Revisiting the Chadwick and Lu & Pister models of finite thermoelasticity for isotropic materials | 131 | 26 | 44 | 24 | 37 |
| 5zp1c6wn | Drain-2DX: base program user guide | 131 | 53 | 44 | 16 | 18 |
| 88b9d0h7 | Earthquake-resistant and resilient tall reinforced concrete buildings using base isolation and rocking core-walls | 129 | 42 | 35 | 24 | 28 |
| 37f6n4tw | Solidification of Portland Cement | 126 | 47 | 24 | 37 | 18 |
| 5xb5t5mz | Nonlinear Geometric Material and Time-Dependent Analysis of Reinforced and Prestressed Concrete Frames | 126 | 58 | 37 | 16 | 15 |
| 9cg8g0ms | SEMM Graduate Program Primer: 2021 | 126 | 27 | 34 | 36 | 29 |
| 0xj2468h | SEMM Graduate Program Primer: 2025 | 125 | 20 | 60 | 23 | 22 |
| 6c06v1kh | A Simple Model of Generalized Plasticity | 124 | 27 | 48 | 22 | 27 |
| 3923585b | An optimal discretization of random fields | 122 | 37 | 39 | 28 | 18 |
| 8614j2v0 | Anchored nonstructural component response to seismic loading - shaking table tests report | 122 | 32 | 44 | 34 | 12 |
| 9tn3b2zb | Large Displacement Analysis of Shells of Revolution, Including Creep, Plasticity and Viscoelasticity | 122 | 24 | 51 | 32 | 15 |
| 1299s7n3 | SAP - A General Structural Analysis Program | 121 | 29 | 31 | 36 | 25 |
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