SEMM Reports Series
Parent: Structural Engineering, Mechanics, and Materials
eScholarship stats: Breakdown by Item for July through October, 2026
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 450 | 410 | 40 | 91.1% |
| 5fz1t29j | Laboratory Tests, Analytical Modeling, and Design Model Development for Column-Foundation Connections with Headed Anchors | 355 | 258 | 97 | 72.7% |
| 0p878772 | DRAIN-2DX base program description and user guide: version 1.10 | 354 | 111 | 243 | 31.4% |
| 9pg4d5k6 | Seismic Demands on Nonstructural Components in Isolated Buildings: Peak Floor Accelerations and Recommendations for a Lower-Bound Seismic Design Force | 341 | 153 | 188 | 44.9% |
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 315 | 91 | 224 | 28.9% |
| 8jb7s1w8 | DRAIN-3DX: Base Program Description and User Guide: Version 1.10 | 287 | 220 | 67 | 76.7% |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 262 | 130 | 132 | 49.6% |
| 0xj2468h | SEMM Graduate Program Primer: 2025 | 256 | 199 | 57 | 77.7% |
| 7kt4z5h3 | One-Way Shear Strength of Large Beams and Foundation ElementsContaining High-Strength Longitudinal Reinforcement | 240 | 146 | 94 | 60.8% |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 222 | 107 | 115 | 48.2% |
| 9919000n | A Consistent Return Mapping Algorithm for Plane Stress Elastoplasticity | 206 | 36 | 170 | 17.5% |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 202 | 152 | 50 | 75.2% |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 190 | 166 | 24 | 87.4% |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 189 | 148 | 41 | 78.3% |
| 1299s7n3 | SAP - A General Structural Analysis Program | 178 | 85 | 93 | 47.8% |
| 00w3m1rg | Structural Behavior of a Curved 2-Span Reinforced Concrete Box Girder Bridge Model, Vol. 3 -- Detailed Tables of Experiments and Analytical Results | 176 | 121 | 55 | 68.8% |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 170 | 114 | 56 | 67.1% |
| 8nt3c86z | A fully coupled, electrochemical-magnetic theory with applications to solid-state battery materials | 169 | 79 | 90 | 46.7% |
| 1tf7t9s4 | A Perturbed Lagrangian Formulation for the Finite Element Solution of Contact Problems | 166 | 57 | 109 | 34.3% |
| 7z27m01j | Laboratory test of column-foundation moment transfer connection with headed anchors and shear reinforcement | 161 | 116 | 45 | 72.0% |
| 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 | 46 | 114 | 28.8% |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 159 | 128 | 31 | 80.5% |
| 59x2h28q | A Mixed Formulation for the Finite Element Solution of Contact Problems | 158 | 122 | 36 | 77.2% |
| 0kt8c3mx | On permeable cracks in a piezoelectric ceramic. 2, Saturation strip model | 156 | 121 | 35 | 77.6% |
| 9v61q2nj | A Robust Quadrilateral Membrane Finite Element With Drilling Degrees of Freedom | 155 | 77 | 78 | 49.7% |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 153 | 136 | 17 | 88.9% |
| 2dp0684x | On the modeling of restrained torsional warping in prismatic elastic shafts (a full report) | 147 | 114 | 33 | 77.6% |
| 7q48p6s2 | Laboratory tests of column-foundation moment transfer connections with headed anchors | 147 | 132 | 15 | 89.8% |
| 9f04j256 | Effects of Microstructure on Deformation and Fracture of Portland Cement Paste | 147 | 111 | 36 | 75.5% |
| 06m2713s | Structural Behavior of a Two Span Reinforced Concrete Box Girder Bridge Model, Vol. III -- Detailed Tables of Experimental and Analytical Results | 145 | 108 | 37 | 74.5% |
| 39q5365v | Durability, Tomography, and Repair of Reinforced Concrete | 144 | 103 | 41 | 71.5% |
| 1qm629b9 | Structural Behavior of a 48 Inch Diameter Pipe Under Combined Loading | 142 | 105 | 37 | 73.9% |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 140 | 102 | 38 | 72.9% |
| 7b8862k6 | A Theory of Finite Viscoelasticity and Numerical Aspects | 138 | 60 | 78 | 43.5% |
| 302506qd | Computational Methods for Inverse Deformations in Quasi-Incompressible Finite Elasticity | 137 | 22 | 115 | 16.1% |
| 4vd3j4h6 | 4-Node Axisymmetric Element Based Upon the Hellinger-Reissner Functional | 136 | 100 | 36 | 73.5% |
| 05k0g805 | Effects of Humidity on the Time-Dependent Behavior of Concrete Under Sustained Loading | 133 | 108 | 25 | 81.2% |
| 0n21c6dk | Collapse of a concrete wall building in the 2010 Chile Earthquake | 133 | 105 | 28 | 78.9% |
| 6c06v1kh | A Simple Model of Generalized Plasticity | 133 | 15 | 118 | 11.3% |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 132 | 22 | 110 | 16.7% |
| 6kp563jn | DRAIN-BUILDING: Base Program User Guide | 127 | 44 | 83 | 34.6% |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 126 | 23 | 103 | 18.3% |
| 4t55h94h | Clarifying the representation of isotropic symmetric tensor-valued functions of two symmetric tensors | 118 | 40 | 78 | 33.9% |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 117 | 78 | 39 | 66.7% |
| 1kg0q03z | Optimization Algorithms for Structural Reliability Analysis | 111 | 79 | 32 | 71.2% |
| 3923585b | An optimal discretization of random fields | 105 | 60 | 45 | 57.1% |
| 3739w8d3 | Structural reliability under incomplete probability information | 104 | 67 | 37 | 64.4% |
| 6bc4v7jp | Microstructural mechanics of granular media | 104 | 14 | 90 | 13.5% |
| 23c4n8p7 | DRAIN-2DX, DRAIN-3DX and DRAIN-building: base program design documentation | 101 | 28 | 73 | 27.7% |
| 3mq02824 | Numerical Implementation of Plastic-Damage Model for Concrete under Cyclic Loading: Application to Concrete Dams | 101 | 46 | 55 | 45.5% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.