Structural Engineering, Mechanics, and Materials
Parent: UC Berkeley
eScholarship stats: Breakdown by Item for May through August, 2024
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 155 | 101 | 54 | 65.2% |
| 3kz3g18j | Physics-based linear regression for high-dimensional forward uncertainty quantification | 134 | 19 | 115 | 14.2% |
| 9cg8g0ms | SEMM Graduate Program Primer: 2021 | 115 | 52 | 63 | 45.2% |
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 89 | 74 | 15 | 83.1% |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 82 | 31 | 51 | 37.8% |
| 7cc738zv | Static and dynamic geometric and material nonlinear analysis | 73 | 52 | 21 | 71.2% |
| 4k32b2f2 | Revisiting the Chadwick and Lu & Pister models of finite thermoelasticity for isotropic materials | 69 | 32 | 37 | 46.4% |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 68 | 34 | 34 | 50.0% |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 62 | 45 | 17 | 72.6% |
| 7z27m01j | Laboratory test of column-foundation moment transfer connection with headed anchors and shear reinforcement | 60 | 38 | 22 | 63.3% |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 60 | 33 | 27 | 55.0% |
| 1299s7n3 | SAP - A General Structural Analysis Program | 58 | 40 | 18 | 69.0% |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 56 | 44 | 12 | 78.6% |
| 7q48p6s2 | Laboratory tests of column-foundation moment transfer connections with headed anchors | 55 | 33 | 22 | 60.0% |
| 9rd391p9 | Finite Element Formulations of Incompressible Rubberlike Membrane Shells | 53 | 35 | 18 | 66.0% |
| 10n0w32g | Nonlinear Geometric Material and Time Dependent Analysis of Three Dimensional Reinforced and Prestressed Concrete Frames | 52 | 39 | 13 | 75.0% |
| 0002x3n1 | Thick Shell and Solid Finite Elements With Independent Rotation Fields | 51 | 29 | 22 | 56.9% |
| 15f6m3p6 | A Computer Program for the Dynamic Stress Analysis of Underground Structures | 51 | 34 | 17 | 66.7% |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 50 | 35 | 15 | 70.0% |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 49 | 29 | 20 | 59.2% |
| 01f618z6 | A Modal Analysis of Finite Deformation Enhanced Strain Finite Elements | 49 | 33 | 16 | 67.3% |
| 0vc847b6 | Numerical simulation of case 2 diffusion in one dimension | 49 | 30 | 19 | 61.2% |
| 1g57f22m | A Uniqueness Theorem for Aging Viscoelastic Bodies | 49 | 29 | 20 | 59.2% |
| 3028k17r | Analysis of Curved Folded Plate Structures | 49 | 41 | 8 | 83.7% |
| 77d3x1dg | An Augmented Lagrangian Formulation for the Finite Element Solution of Contact Problems | 49 | 36 | 13 | 73.5% |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 49 | 31 | 18 | 63.3% |
| 8ds3b5kt | Member capacity factors for seismic isolators to limit collapse risks of seismically isolated structure to ASCE 7 stipulated limits | 49 | 14 | 35 | 28.6% |
| 9ck933b2 | The Determination of Temperatures Within Mass Concrete Structures | 49 | 33 | 16 | 67.3% |
| 1v4782zh | Creep Buckling of a Nonlinearly Viscoelastic Beam-Column | 48 | 21 | 27 | 43.8% |
| 27q376rt | Measures of structural safety under imperfect states of knowledge | 47 | 39 | 8 | 83.0% |
| 2dp0684x | On the modeling of restrained torsional warping in prismatic elastic shafts (a full report) | 47 | 30 | 17 | 63.8% |
| 3tf1796m | Finite Element Analysis of Two-Dimensional Structures | 47 | 31 | 16 | 66.0% |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 47 | 38 | 9 | 80.9% |
| 8m08k6tw | Analytical and Experimental Investigation of Double-Angle Connections | 47 | 35 | 12 | 74.5% |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 47 | 18 | 29 | 38.3% |
| 3739w8d3 | Structural reliability under incomplete probability information | 46 | 36 | 10 | 78.3% |
| 3f56p42t | Large deflection analysis of plates | 46 | 35 | 11 | 76.1% |
| 6rv87401 | Evaluation of Sulfate Resisting Cements by a New Test Method | 46 | 30 | 16 | 65.2% |
| 3mq02824 | Numerical Implementation of Plastic-Damage Model for Concrete under Cyclic Loading: Application to Concrete Dams | 45 | 30 | 15 | 66.7% |
| 3w99q5tf | Seismic response of bridges with rocking foundations at a near-fault site | 45 | 28 | 17 | 62.2% |
| 9vr0j8ct | A Consistent Formulation of Nonlinear Theories of Elastic Beams and Plates | 45 | 25 | 20 | 55.6% |
| 5xx972d6 | On the formulation of closest-point projection algorithms in elastoplasticity, Part II: Globally convergent schemes, with applications to deviatoric and pressure-dependent plastic models | 44 | 34 | 10 | 77.3% |
| 7q6998h6 | Automation of user element generation for FEAP | 44 | 20 | 24 | 45.5% |
| 90t3p4zf | A Shape Memory Alloy Model for Uranium-Niobium Accounting for Plasticity | 44 | 32 | 12 | 72.7% |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 43 | 11 | 32 | 25.6% |
| 3pn47205 | Some wave propagation problems in plastic-viscoplastic materials | 43 | 34 | 9 | 79.1% |
| 7q93t0m7 | Edge Disturbances in Axisymmetrical Shells of Revolution | 43 | 34 | 9 | 79.1% |
| 89n851hb | The Analysis of Moderately Thick to Thin Shells by the Finite Element Method | 43 | 29 | 14 | 67.4% |
| 8th54496 | Computer Programs for Bending Analysis of Elastic Plastic Circular Plates | 43 | 32 | 11 | 74.4% |
| 9cp884xr | Application of a partially relaxed shape memory free energy function to bound the phase diagram and predict global microstructure evolution | 43 | 27 | 16 | 62.8% |
Disclaimer: due to the evolving nature of the web traffic we receive and the methods we use to collate it, the data presented here should be considered approximate and subject to revision.