SEMM Reports Series
Parent: Structural Engineering, Mechanics, and Materials
eScholarship stats: Breakdown by Item for May through August, 2026
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 493 | 431 | 62 | 87.4% |
| 5fz1t29j | Laboratory Tests, Analytical Modeling, and Design Model Development for Column-Foundation Connections with Headed Anchors | 436 | 325 | 111 | 74.5% |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 349 | 182 | 167 | 52.1% |
| 8jb7s1w8 | DRAIN-3DX: Base Program Description and User Guide: Version 1.10 | 334 | 266 | 68 | 79.6% |
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 321 | 79 | 242 | 24.6% |
| 9919000n | A Consistent Return Mapping Algorithm for Plane Stress Elastoplasticity | 318 | 74 | 244 | 23.3% |
| 9pg4d5k6 | Seismic Demands on Nonstructural Components in Isolated Buildings: Peak Floor Accelerations and Recommendations for a Lower-Bound Seismic Design Force | 310 | 177 | 133 | 57.1% |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 270 | 223 | 47 | 82.6% |
| 9f04j256 | Effects of Microstructure on Deformation and Fracture of Portland Cement Paste | 268 | 236 | 32 | 88.1% |
| 7kt4z5h3 | One-Way Shear Strength of Large Beams and Foundation ElementsContaining High-Strength Longitudinal Reinforcement | 266 | 205 | 61 | 77.1% |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 249 | 197 | 52 | 79.1% |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 235 | 172 | 63 | 73.2% |
| 4vd3j4h6 | 4-Node Axisymmetric Element Based Upon the Hellinger-Reissner Functional | 226 | 170 | 56 | 75.2% |
| 7q48p6s2 | Laboratory tests of column-foundation moment transfer connections with headed anchors | 226 | 190 | 36 | 84.1% |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 225 | 187 | 38 | 83.1% |
| 0kt8c3mx | On permeable cracks in a piezoelectric ceramic. 2, Saturation strip model | 217 | 155 | 62 | 71.4% |
| 0p878772 | DRAIN-2DX base program description and user guide: version 1.10 | 216 | 160 | 56 | 74.1% |
| 7z27m01j | Laboratory test of column-foundation moment transfer connection with headed anchors and shear reinforcement | 213 | 154 | 59 | 72.3% |
| 59x2h28q | A Mixed Formulation for the Finite Element Solution of Contact Problems | 212 | 154 | 58 | 72.6% |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 211 | 170 | 41 | 80.6% |
| 39q5365v | Durability, Tomography, and Repair of Reinforced Concrete | 207 | 161 | 46 | 77.8% |
| 1qm629b9 | Structural Behavior of a 48 Inch Diameter Pipe Under Combined Loading | 205 | 147 | 58 | 71.7% |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 201 | 153 | 48 | 76.1% |
| 06m2713s | Structural Behavior of a Two Span Reinforced Concrete Box Girder Bridge Model, Vol. III -- Detailed Tables of Experimental and Analytical Results | 196 | 141 | 55 | 71.9% |
| 0xj2468h | SEMM Graduate Program Primer: 2025 | 193 | 130 | 63 | 67.4% |
| 2dp0684x | On the modeling of restrained torsional warping in prismatic elastic shafts (a full report) | 193 | 156 | 37 | 80.8% |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 190 | 47 | 143 | 24.7% |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 187 | 92 | 95 | 49.2% |
| 05k0g805 | Effects of Humidity on the Time-Dependent Behavior of Concrete Under Sustained Loading | 183 | 158 | 25 | 86.3% |
| 00w3m1rg | Structural Behavior of a Curved 2-Span Reinforced Concrete Box Girder Bridge Model, Vol. 3 -- Detailed Tables of Experiments and Analytical Results | 182 | 143 | 39 | 78.6% |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 172 | 119 | 53 | 69.2% |
| 7g61w8j1 | Chucking pressures for idealized Coulomb-type electrostatic chucks | 171 | 50 | 121 | 29.2% |
| 1tf7t9s4 | A Perturbed Lagrangian Formulation for the Finite Element Solution of Contact Problems | 165 | 62 | 103 | 37.6% |
| 3w99q5tf | Seismic response of bridges with rocking foundations at a near-fault site | 163 | 40 | 123 | 24.5% |
| 6c06v1kh | A Simple Model of Generalized Plasticity | 150 | 23 | 127 | 15.3% |
| 8nt3c86z | A fully coupled, electrochemical-magnetic theory with applications to solid-state battery materials | 150 | 67 | 83 | 44.7% |
| 1299s7n3 | SAP - A General Structural Analysis Program | 145 | 83 | 62 | 57.2% |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 143 | 27 | 116 | 18.9% |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 140 | 54 | 86 | 38.6% |
| 5xb5t5mz | Nonlinear Geometric Material and Time-Dependent Analysis of Reinforced and Prestressed Concrete Frames | 137 | 29 | 108 | 21.2% |
| 0nv511hp | Finite Element Formulations for Large Displacement and Large Strain Analysis | 128 | 31 | 97 | 24.2% |
| 0n21c6dk | Collapse of a concrete wall building in the 2010 Chile Earthquake | 126 | 91 | 35 | 72.2% |
| 3923585b | An optimal discretization of random fields | 126 | 68 | 58 | 54.0% |
| 5zp1c6wn | Drain-2DX: base program user guide | 125 | 32 | 93 | 25.6% |
| 6bc4v7jp | Microstructural mechanics of granular media | 122 | 23 | 99 | 18.9% |
| 1kg0q03z | Optimization Algorithms for Structural Reliability Analysis | 117 | 77 | 40 | 65.8% |
| 88b9d0h7 | Earthquake-resistant and resilient tall reinforced concrete buildings using base isolation and rocking core-walls | 117 | 54 | 63 | 46.2% |
| 4t55h94h | Clarifying the representation of isotropic symmetric tensor-valued functions of two symmetric tensors | 116 | 42 | 74 | 36.2% |
| 8614j2v0 | Anchored nonstructural component response to seismic loading - shaking table tests report | 116 | 78 | 38 | 67.2% |
| 3739w8d3 | Structural reliability under incomplete probability information | 112 | 50 | 62 | 44.6% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.