Structural Engineering, Mechanics, and Materials
Parent: UC Berkeley
eScholarship stats: History by Item for July through October, 2026
| Item | Title | Total requests | 2026-10 | 2026-09 | 2026-08 | 2026-07 |
|---|---|---|---|---|---|---|
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 450 | 78 | 41 | 166 | 165 |
| 5fz1t29j | Laboratory Tests, Analytical Modeling, and Design Model Development for Column-Foundation Connections with Headed Anchors | 355 | 115 | 71 | 98 | 71 |
| 0p878772 | DRAIN-2DX base program description and user guide: version 1.10 | 354 | 177 | 81 | 59 | 37 |
| 9pg4d5k6 | Seismic Demands on Nonstructural Components in Isolated Buildings: Peak Floor Accelerations and Recommendations for a Lower-Bound Seismic Design Force | 341 | 81 | 132 | 71 | 57 |
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 315 | 55 | 54 | 97 | 109 |
| 8jb7s1w8 | DRAIN-3DX: Base Program Description and User Guide: Version 1.10 | 287 | 67 | 40 | 98 | 82 |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 262 | 73 | 52 | 93 | 44 |
| 0xj2468h | SEMM Graduate Program Primer: 2025 | 256 | 48 | 95 | 91 | 22 |
| 7kt4z5h3 | One-Way Shear Strength of Large Beams and Foundation ElementsContaining High-Strength Longitudinal Reinforcement | 240 | 90 | 60 | 49 | 41 |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 222 | 79 | 54 | 67 | 22 |
| 9919000n | A Consistent Return Mapping Algorithm for Plane Stress Elastoplasticity | 206 | 49 | 41 | 46 | 70 |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 202 | 63 | 57 | 48 | 34 |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 190 | 35 | 37 | 62 | 56 |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 189 | 59 | 38 | 54 | 38 |
| 1299s7n3 | SAP - A General Structural Analysis Program | 178 | 70 | 23 | 54 | 31 |
| 00w3m1rg | Structural Behavior of a Curved 2-Span Reinforced Concrete Box Girder Bridge Model, Vol. 3 -- Detailed Tables of Experiments and Analytical Results | 176 | 79 | 40 | 31 | 26 |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 170 | 64 | 37 | 36 | 33 |
| 8nt3c86z | A fully coupled, electrochemical-magnetic theory with applications to solid-state battery materials | 169 | 54 | 52 | 51 | 12 |
| 1tf7t9s4 | A Perturbed Lagrangian Formulation for the Finite Element Solution of Contact Problems | 166 | 53 | 42 | 33 | 38 |
| 7z27m01j | Laboratory test of column-foundation moment transfer connection with headed anchors and shear reinforcement | 161 | 53 | 35 | 36 | 37 |
| 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 | 160 | 75 | 37 | 17 | 31 |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 159 | 40 | 32 | 43 | 44 |
| 59x2h28q | A Mixed Formulation for the Finite Element Solution of Contact Problems | 158 | 54 | 33 | 39 | 32 |
| 0kt8c3mx | On permeable cracks in a piezoelectric ceramic. 2, Saturation strip model | 156 | 33 | 44 | 43 | 36 |
| 9v61q2nj | A Robust Quadrilateral Membrane Finite Element With Drilling Degrees of Freedom | 155 | 64 | 38 | 33 | 20 |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 153 | 50 | 33 | 38 | 32 |
| 2dp0684x | On the modeling of restrained torsional warping in prismatic elastic shafts (a full report) | 147 | 45 | 34 | 26 | 42 |
| 7q48p6s2 | Laboratory tests of column-foundation moment transfer connections with headed anchors | 147 | 42 | 29 | 35 | 41 |
| 9f04j256 | Effects of Microstructure on Deformation and Fracture of Portland Cement Paste | 147 | 36 | 18 | 41 | 52 |
| 06m2713s | Structural Behavior of a Two Span Reinforced Concrete Box Girder Bridge Model, Vol. III -- Detailed Tables of Experimental and Analytical Results | 145 | 44 | 35 | 33 | 33 |
| 39q5365v | Durability, Tomography, and Repair of Reinforced Concrete | 144 | 47 | 35 | 28 | 34 |
| 1qm629b9 | Structural Behavior of a 48 Inch Diameter Pipe Under Combined Loading | 142 | 38 | 37 | 36 | 31 |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 140 | 40 | 26 | 35 | 39 |
| 7b8862k6 | A Theory of Finite Viscoelasticity and Numerical Aspects | 138 | 56 | 33 | 38 | 11 |
| 302506qd | Computational Methods for Inverse Deformations in Quasi-Incompressible Finite Elasticity | 137 | 40 | 19 | 39 | 39 |
| 4vd3j4h6 | 4-Node Axisymmetric Element Based Upon the Hellinger-Reissner Functional | 136 | 46 | 23 | 32 | 35 |
| 05k0g805 | Effects of Humidity on the Time-Dependent Behavior of Concrete Under Sustained Loading | 133 | 40 | 30 | 28 | 35 |
| 0n21c6dk | Collapse of a concrete wall building in the 2010 Chile Earthquake | 133 | 33 | 30 | 47 | 23 |
| 6c06v1kh | A Simple Model of Generalized Plasticity | 133 | 37 | 21 | 34 | 41 |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 132 | 48 | 27 | 41 | 16 |
| 6kp563jn | DRAIN-BUILDING: Base Program User Guide | 127 | 73 | 7 | 35 | 12 |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 126 | 17 | 20 | 41 | 48 |
| 4t55h94h | Clarifying the representation of isotropic symmetric tensor-valued functions of two symmetric tensors | 118 | 49 | 37 | 19 | 13 |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 117 | 31 | 30 | 28 | 28 |
| 1kg0q03z | Optimization Algorithms for Structural Reliability Analysis | 111 | 30 | 38 | 24 | 19 |
| 3923585b | An optimal discretization of random fields | 105 | 24 | 31 | 26 | 24 |
| 3739w8d3 | Structural reliability under incomplete probability information | 104 | 29 | 23 | 38 | 14 |
| 6bc4v7jp | Microstructural mechanics of granular media | 104 | 13 | 15 | 34 | 42 |
| 23c4n8p7 | DRAIN-2DX, DRAIN-3DX and DRAIN-building: base program design documentation | 101 | 57 | 18 | 19 | 7 |
| 3mq02824 | Numerical Implementation of Plastic-Damage Model for Concrete under Cyclic Loading: Application to Concrete Dams | 101 | 32 | 27 | 23 | 19 |
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