Structural Engineering, Mechanics, and Materials
Parent: UC Berkeley
eScholarship stats: Breakdown by Item for August through November, 2024
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 155 | 140 | 15 | 90.3% |
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 124 | 78 | 46 | 62.9% |
| 5fz1t29j | Laboratory Tests, Analytical Modeling, and Design Model Development for Column-Foundation Connections with Headed Anchors | 86 | 26 | 60 | 30.2% |
| 9cg8g0ms | SEMM Graduate Program Primer: 2021 | 83 | 38 | 45 | 45.8% |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 65 | 22 | 43 | 33.8% |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 61 | 55 | 6 | 90.2% |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 57 | 46 | 11 | 80.7% |
| 4k32b2f2 | Revisiting the Chadwick and Lu & Pister models of finite thermoelasticity for isotropic materials | 55 | 29 | 26 | 52.7% |
| 15f6m3p6 | A Computer Program for the Dynamic Stress Analysis of Underground Structures | 54 | 33 | 21 | 61.1% |
| 00w3m1rg | Structural Behavior of a Curved 2-Span Reinforced Concrete Box Girder Bridge Model, Vol. 3 -- Detailed Tables of Experiments and Analytical Results | 52 | 38 | 14 | 73.1% |
| 1tf7t9s4 | A Perturbed Lagrangian Formulation for the Finite Element Solution of Contact Problems | 52 | 28 | 24 | 53.8% |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 52 | 28 | 24 | 53.8% |
| 1299s7n3 | SAP - A General Structural Analysis Program | 49 | 34 | 15 | 69.4% |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 49 | 35 | 14 | 71.4% |
| 6rv87401 | Evaluation of Sulfate Resisting Cements by a New Test Method | 47 | 32 | 15 | 68.1% |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 47 | 19 | 28 | 40.4% |
| 01f618z6 | A Modal Analysis of Finite Deformation Enhanced Strain Finite Elements | 46 | 37 | 9 | 80.4% |
| 3kz3g18j | Physics-based linear regression for high-dimensional forward uncertainty quantification | 44 | 11 | 33 | 25.0% |
| 3028k17r | Analysis of Curved Folded Plate Structures | 42 | 32 | 10 | 76.2% |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 42 | 31 | 11 | 73.8% |
| 77d3x1dg | An Augmented Lagrangian Formulation for the Finite Element Solution of Contact Problems | 42 | 25 | 17 | 59.5% |
| 7z27m01j | Laboratory test of column-foundation moment transfer connection with headed anchors and shear reinforcement | 42 | 24 | 18 | 57.1% |
| 27q376rt | Measures of structural safety under imperfect states of knowledge | 41 | 29 | 12 | 70.7% |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 41 | 30 | 11 | 73.2% |
| 7cc738zv | Static and dynamic geometric and material nonlinear analysis | 41 | 26 | 15 | 63.4% |
| 9ck933b2 | The Determination of Temperatures Within Mass Concrete Structures | 41 | 23 | 18 | 56.1% |
| 9v61q2nj | A Robust Quadrilateral Membrane Finite Element With Drilling Degrees of Freedom | 41 | 12 | 29 | 29.3% |
| 0002x3n1 | Thick Shell and Solid Finite Elements With Independent Rotation Fields | 40 | 25 | 15 | 62.5% |
| 1g57f22m | A Uniqueness Theorem for Aging Viscoelastic Bodies | 40 | 24 | 16 | 60.0% |
| 1v4782zh | Creep Buckling of a Nonlinearly Viscoelastic Beam-Column | 40 | 14 | 26 | 35.0% |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 40 | 30 | 10 | 75.0% |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 39 | 7 | 32 | 17.9% |
| 10n0w32g | Nonlinear Geometric Material and Time Dependent Analysis of Three Dimensional Reinforced and Prestressed Concrete Frames | 38 | 28 | 10 | 73.7% |
| 0vc847b6 | Numerical simulation of case 2 diffusion in one dimension | 37 | 21 | 16 | 56.8% |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 37 | 23 | 14 | 62.2% |
| 9276q976 | Study of Concrete Properties for Prestressed Concrete Reactor Vessels [Part I] | 37 | 13 | 24 | 35.1% |
| 3739w8d3 | Structural reliability under incomplete probability information | 36 | 25 | 11 | 69.4% |
| 5js4z0kd | Nonlinear Analysis of Reinforced Concrete Hyperbolic Paraboloid Shells | 36 | 26 | 10 | 72.2% |
| 6f9905m8 | Lateral Displacement Ductility of Reinforced Concrete Flat Plates | 36 | 24 | 12 | 66.7% |
| 7q48p6s2 | Laboratory tests of column-foundation moment transfer connections with headed anchors | 36 | 26 | 10 | 72.2% |
| 9rd391p9 | Finite Element Formulations of Incompressible Rubberlike Membrane Shells | 36 | 26 | 10 | 72.2% |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 35 | 16 | 19 | 45.7% |
| 0kp0q462 | CALREL User Manual | 35 | 12 | 23 | 34.3% |
| 8m08k6tw | Analytical and Experimental Investigation of Double-Angle Connections | 35 | 29 | 6 | 82.9% |
| 8nn642vn | SEMM graduate program primer : 2020 | 35 | 24 | 11 | 68.6% |
| 0p878772 | DRAIN-2DX base program description and user guide: version 1.10 | 34 | 16 | 18 | 47.1% |
| 3tf1796m | Finite Element Analysis of Two-Dimensional Structures | 34 | 20 | 14 | 58.8% |
| 40w3r5kt | Experimental Evaluation of Nitinol for Energy Dissipating Devices | 34 | 31 | 3 | 91.2% |
| 6hk813jv | The Structural Properties of Ross Dam Mass Concrete | 34 | 22 | 12 | 64.7% |
| 8ds3b5kt | Member capacity factors for seismic isolators to limit collapse risks of seismically isolated structure to ASCE 7 stipulated limits | 34 | 4 | 30 | 11.8% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.