Structural Engineering, Mechanics, and Materials
Parent: UC Berkeley
eScholarship stats: Breakdown by Item for October, 2024 through January, 2025
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 151 | 141 | 10 | 93.4% |
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 101 | 52 | 49 | 51.5% |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 62 | 14 | 48 | 22.6% |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 61 | 52 | 9 | 85.2% |
| 5fz1t29j | Laboratory Tests, Analytical Modeling, and Design Model Development for Column-Foundation Connections with Headed Anchors | 56 | 22 | 34 | 39.3% |
| 1tf7t9s4 | A Perturbed Lagrangian Formulation for the Finite Element Solution of Contact Problems | 54 | 26 | 28 | 48.1% |
| 15f6m3p6 | A Computer Program for the Dynamic Stress Analysis of Underground Structures | 47 | 18 | 29 | 38.3% |
| 1299s7n3 | SAP - A General Structural Analysis Program | 44 | 27 | 17 | 61.4% |
| 0kp0q462 | CALREL User Manual | 42 | 9 | 33 | 21.4% |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 42 | 8 | 34 | 19.0% |
| 3tf1796m | Finite Element Analysis of Two-Dimensional Structures | 37 | 12 | 25 | 32.4% |
| 6rv87401 | Evaluation of Sulfate Resisting Cements by a New Test Method | 37 | 14 | 23 | 37.8% |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 36 | 25 | 11 | 69.4% |
| 8ds3b5kt | Member capacity factors for seismic isolators to limit collapse risks of seismically isolated structure to ASCE 7 stipulated limits | 34 | 5 | 29 | 14.7% |
| 7cc738zv | Static and dynamic geometric and material nonlinear analysis | 33 | 20 | 13 | 60.6% |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 33 | 13 | 20 | 39.4% |
| 8jb7s1w8 | DRAIN-3DX: Base Program Description and User Guide: Version 1.10 | 32 | 10 | 22 | 31.3% |
| 56p2c0sw | Refined Finite Element Analysis of Linear and Nonlinear Two-Dimensional Structures | 31 | 11 | 20 | 35.5% |
| 9ck933b2 | The Determination of Temperatures Within Mass Concrete Structures | 31 | 13 | 18 | 41.9% |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 30 | 6 | 24 | 20.0% |
| 6f9905m8 | Lateral Displacement Ductility of Reinforced Concrete Flat Plates | 30 | 11 | 19 | 36.7% |
| 9v61q2nj | A Robust Quadrilateral Membrane Finite Element With Drilling Degrees of Freedom | 30 | 6 | 24 | 20.0% |
| 4k32b2f2 | Revisiting the Chadwick and Lu & Pister models of finite thermoelasticity for isotropic materials | 29 | 16 | 13 | 55.2% |
| 82q1d1sg | Anisotropic Modeling and Numerical Simulation of Brittle Damage in Concrete | 29 | 3 | 26 | 10.3% |
| 0p878772 | DRAIN-2DX base program description and user guide: version 1.10 | 28 | 6 | 22 | 21.4% |
| 3kz3g18j | Physics-based linear regression for high-dimensional forward uncertainty quantification | 28 | 3 | 25 | 10.7% |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 27 | 15 | 12 | 55.6% |
| 3f56p42t | Large deflection analysis of plates | 25 | 18 | 7 | 72.0% |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 25 | 19 | 6 | 76.0% |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 25 | 16 | 9 | 64.0% |
| 77d3x1dg | An Augmented Lagrangian Formulation for the Finite Element Solution of Contact Problems | 25 | 7 | 18 | 28.0% |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 25 | 7 | 18 | 28.0% |
| 1kg0q03z | Optimization Algorithms for Structural Reliability Analysis | 24 | 16 | 8 | 66.7% |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 24 | 2 | 22 | 8.3% |
| 9276q976 | Study of Concrete Properties for Prestressed Concrete Reactor Vessels [Part I] | 24 | 6 | 18 | 25.0% |
| 3739w8d3 | Structural reliability under incomplete probability information | 23 | 9 | 14 | 39.1% |
| 5d1776fj | Remarks on Rate Constitutive Equations for Finite Deformation Problems: Computational Implications | 22 | 10 | 12 | 45.5% |
| 00w3m1rg | Structural Behavior of a Curved 2-Span Reinforced Concrete Box Girder Bridge Model, Vol. 3 -- Detailed Tables of Experiments and Analytical Results | 21 | 13 | 8 | 61.9% |
| 27q376rt | Measures of structural safety under imperfect states of knowledge | 21 | 5 | 16 | 23.8% |
| 59x2h28q | A Mixed Formulation for the Finite Element Solution of Contact Problems | 21 | 1 | 20 | 4.8% |
| 6550h90v | Shear Lag Analysis of Simple and Continous T, I, and Box Beams | 21 | 2 | 19 | 9.5% |
| 87m65837 | A Modified Cap Model: Closed Point Solution Algorithms | 21 | 6 | 15 | 28.6% |
| 3h72186k | BUMP: Bayesian Updating of Model Parameters | 20 | 10 | 10 | 50.0% |
| 3923585b | An optimal discretization of random fields | 19 | 8 | 11 | 42.1% |
| 3mq02824 | Numerical Implementation of Plastic-Damage Model for Concrete under Cyclic Loading: Application to Concrete Dams | 19 | 13 | 6 | 68.4% |
| 68h1q5rg | Solution Methods for Large Generalized Eigenvalue Problems in Structural Engineering | 19 | 6 | 13 | 31.6% |
| 8th4p876 | Computational Methods for Inverse Finite Elastostatics | 19 | 2 | 17 | 10.5% |
| 03w4g8xr | Response of tall cantilever wall buildings to strong pulse type seismic excitation | 18 | 11 | 7 | 61.1% |
| 1v4782zh | Creep Buckling of a Nonlinearly Viscoelastic Beam-Column | 18 | 5 | 13 | 27.8% |
| 83p7w9dq | Thermomechanical Analysis of Viscoelastic Solids | 18 | 2 | 16 | 11.1% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.