SEMM Reports Series
Parent: Structural Engineering, Mechanics, and Materials
eScholarship stats: Breakdown by Item for March through June, 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 | 448 | 308 | 140 | 68.8% |
| 9pg4d5k6 | Seismic Demands on Nonstructural Components in Isolated Buildings: Peak Floor Accelerations and Recommendations for a Lower-Bound Seismic Design Force | 358 | 218 | 140 | 60.9% |
| 9f04j256 | Effects of Microstructure on Deformation and Fracture of Portland Cement Paste | 323 | 289 | 34 | 89.5% |
| 9919000n | A Consistent Return Mapping Algorithm for Plane Stress Elastoplasticity | 316 | 80 | 236 | 25.3% |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 312 | 179 | 133 | 57.4% |
| 7kt4z5h3 | One-Way Shear Strength of Large Beams and Foundation ElementsContaining High-Strength Longitudinal Reinforcement | 306 | 230 | 76 | 75.2% |
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 281 | 212 | 69 | 75.4% |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 259 | 178 | 81 | 68.7% |
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 255 | 115 | 140 | 45.1% |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 255 | 195 | 60 | 76.5% |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 252 | 185 | 67 | 73.4% |
| 7q48p6s2 | Laboratory tests of column-foundation moment transfer connections with headed anchors | 246 | 194 | 52 | 78.9% |
| 8jb7s1w8 | DRAIN-3DX: Base Program Description and User Guide: Version 1.10 | 242 | 175 | 67 | 72.3% |
| 7z27m01j | Laboratory test of column-foundation moment transfer connection with headed anchors and shear reinforcement | 240 | 165 | 75 | 68.8% |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 239 | 184 | 55 | 77.0% |
| 4vd3j4h6 | 4-Node Axisymmetric Element Based Upon the Hellinger-Reissner Functional | 236 | 177 | 59 | 75.0% |
| 06m2713s | Structural Behavior of a Two Span Reinforced Concrete Box Girder Bridge Model, Vol. III -- Detailed Tables of Experimental and Analytical Results | 226 | 147 | 79 | 65.0% |
| 0kt8c3mx | On permeable cracks in a piezoelectric ceramic. 2, Saturation strip model | 226 | 146 | 80 | 64.6% |
| 59x2h28q | A Mixed Formulation for the Finite Element Solution of Contact Problems | 224 | 154 | 70 | 68.8% |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 224 | 56 | 168 | 25.0% |
| 0nv511hp | Finite Element Formulations for Large Displacement and Large Strain Analysis | 221 | 40 | 181 | 18.1% |
| 1qm629b9 | Structural Behavior of a 48 Inch Diameter Pipe Under Combined Loading | 219 | 138 | 81 | 63.0% |
| 00w3m1rg | Structural Behavior of a Curved 2-Span Reinforced Concrete Box Girder Bridge Model, Vol. 3 -- Detailed Tables of Experiments and Analytical Results | 217 | 165 | 52 | 76.0% |
| 2dp0684x | On the modeling of restrained torsional warping in prismatic elastic shafts (a full report) | 216 | 160 | 56 | 74.1% |
| 39q5365v | Durability, Tomography, and Repair of Reinforced Concrete | 213 | 164 | 49 | 77.0% |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 213 | 166 | 47 | 77.9% |
| 0p878772 | DRAIN-2DX base program description and user guide: version 1.10 | 208 | 162 | 46 | 77.9% |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 202 | 138 | 64 | 68.3% |
| 05k0g805 | Effects of Humidity on the Time-Dependent Behavior of Concrete Under Sustained Loading | 200 | 165 | 35 | 82.5% |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 200 | 97 | 103 | 48.5% |
| 8nt3c86z | A fully coupled, electrochemical-magnetic theory with applications to solid-state battery materials | 183 | 93 | 90 | 50.8% |
| 3w99q5tf | Seismic response of bridges with rocking foundations at a near-fault site | 171 | 51 | 120 | 29.8% |
| 4t55h94h | Clarifying the representation of isotropic symmetric tensor-valued functions of two symmetric tensors | 171 | 59 | 112 | 34.5% |
| 7g61w8j1 | Chucking pressures for idealized Coulomb-type electrostatic chucks | 170 | 39 | 131 | 22.9% |
| 1tf7t9s4 | A Perturbed Lagrangian Formulation for the Finite Element Solution of Contact Problems | 169 | 65 | 104 | 38.5% |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 162 | 102 | 60 | 63.0% |
| 567633vv | Application of a Return Map Algorithm to Plasticity and Visco-Plasticity Models | 143 | 41 | 102 | 28.7% |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 137 | 60 | 77 | 43.8% |
| 4k32b2f2 | Revisiting the Chadwick and Lu & Pister models of finite thermoelasticity for isotropic materials | 131 | 54 | 77 | 41.2% |
| 5zp1c6wn | Drain-2DX: base program user guide | 131 | 35 | 96 | 26.7% |
| 88b9d0h7 | Earthquake-resistant and resilient tall reinforced concrete buildings using base isolation and rocking core-walls | 129 | 67 | 62 | 51.9% |
| 37f6n4tw | Solidification of Portland Cement | 126 | 73 | 53 | 57.9% |
| 5xb5t5mz | Nonlinear Geometric Material and Time-Dependent Analysis of Reinforced and Prestressed Concrete Frames | 126 | 32 | 94 | 25.4% |
| 9cg8g0ms | SEMM Graduate Program Primer: 2021 | 126 | 64 | 62 | 50.8% |
| 0xj2468h | SEMM Graduate Program Primer: 2025 | 125 | 61 | 64 | 48.8% |
| 6c06v1kh | A Simple Model of Generalized Plasticity | 124 | 21 | 103 | 16.9% |
| 3923585b | An optimal discretization of random fields | 122 | 67 | 55 | 54.9% |
| 8614j2v0 | Anchored nonstructural component response to seismic loading - shaking table tests report | 122 | 81 | 41 | 66.4% |
| 9tn3b2zb | Large Displacement Analysis of Shells of Revolution, Including Creep, Plasticity and Viscoelasticity | 122 | 53 | 69 | 43.4% |
| 1299s7n3 | SAP - A General Structural Analysis Program | 121 | 65 | 56 | 53.7% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.