Structural Engineering, Mechanics, and Materials
Parent: UC Berkeley
eScholarship stats: Breakdown by Item for March through June, 2025
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 4t55h94h | Clarifying the representation of isotropic symmetric tensor-valued functions of two symmetric tensors | 233 | 137 | 96 | 58.8% |
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 175 | 86 | 89 | 49.1% |
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 129 | 94 | 35 | 72.9% |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 117 | 10 | 107 | 8.5% |
| 5fz1t29j | Laboratory Tests, Analytical Modeling, and Design Model Development for Column-Foundation Connections with Headed Anchors | 108 | 55 | 53 | 50.9% |
| 1299s7n3 | SAP - A General Structural Analysis Program | 96 | 34 | 62 | 35.4% |
| 1vd6r0tf | Analysis of the Orthotropic Steel Deck of the San Diego-Coronado Bridge | 90 | 30 | 60 | 33.3% |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 84 | 48 | 36 | 57.1% |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 80 | 39 | 41 | 48.8% |
| 9cg8g0ms | SEMM Graduate Program Primer: 2021 | 78 | 16 | 62 | 20.5% |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 76 | 18 | 58 | 23.7% |
| 15f6m3p6 | A Computer Program for the Dynamic Stress Analysis of Underground Structures | 71 | 22 | 49 | 31.0% |
| 9ck933b2 | The Determination of Temperatures Within Mass Concrete Structures | 70 | 27 | 43 | 38.6% |
| 8jb7s1w8 | DRAIN-3DX: Base Program Description and User Guide: Version 1.10 | 68 | 18 | 50 | 26.5% |
| 4xv8t4b2 | A Triangular Element Based on Reissner-Mindlin Plate Theory | 67 | 8 | 59 | 11.9% |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 67 | 10 | 57 | 14.9% |
| 7kt4z5h3 | One-Way Shear Strength of Large Beams and Foundation ElementsContaining High-Strength Longitudinal Reinforcement | 67 | 18 | 49 | 26.9% |
| 0kp0q462 | CALREL User Manual | 66 | 5 | 61 | 7.6% |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 63 | 2 | 61 | 3.2% |
| 5d1776fj | Remarks on Rate Constitutive Equations for Finite Deformation Problems: Computational Implications | 63 | 14 | 49 | 22.2% |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 63 | 11 | 52 | 17.5% |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 63 | 5 | 58 | 7.9% |
| 1kg0q03z | Optimization Algorithms for Structural Reliability Analysis | 62 | 25 | 37 | 40.3% |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 61 | 5 | 56 | 8.2% |
| 3739w8d3 | Structural reliability under incomplete probability information | 59 | 14 | 45 | 23.7% |
| 9nr2050k | BIAX: a computer program for the analysis of reinforced concrete sections | 59 | 6 | 53 | 10.2% |
| 3kz3g18j | Physics-based linear regression for high-dimensional forward uncertainty quantification | 58 | 10 | 48 | 17.2% |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 58 | 29 | 29 | 50.0% |
| 10n0w32g | Nonlinear Geometric Material and Time Dependent Analysis of Three Dimensional Reinforced and Prestressed Concrete Frames | 57 | 19 | 38 | 33.3% |
| 4k32b2f2 | Revisiting the Chadwick and Lu & Pister models of finite thermoelasticity for isotropic materials | 57 | 8 | 49 | 14.0% |
| 6wj8239n | ADAP-88: a computer program for nonlinear earthquake analysis of concrete arch dams: user guide | 57 | 7 | 50 | 12.3% |
| 23g9208r | Advances in Doublet Mechanics: 3. Uniqueness and Solution Methods in Plane Elastostatics | 56 | 4 | 52 | 7.1% |
| 1tf7t9s4 | A Perturbed Lagrangian Formulation for the Finite Element Solution of Contact Problems | 55 | 25 | 30 | 45.5% |
| 88b9d0h7 | Earthquake-resistant and resilient tall reinforced concrete buildings using base isolation and rocking core-walls | 55 | 9 | 46 | 16.4% |
| 9v61q2nj | A Robust Quadrilateral Membrane Finite Element With Drilling Degrees of Freedom | 55 | 7 | 48 | 12.7% |
| 03w4g8xr | Response of tall cantilever wall buildings to strong pulse type seismic excitation | 54 | 10 | 44 | 18.5% |
| 4bh3p61x | Composite homogenization via the poly-inclusion approach | 54 | 4 | 50 | 7.4% |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 54 | 28 | 26 | 51.9% |
| 5z40n0qh | Shear Strength of Reinforced Concrete Beams | 54 | 13 | 41 | 24.1% |
| 59x2h28q | A Mixed Formulation for the Finite Element Solution of Contact Problems | 53 | 4 | 49 | 7.5% |
| 2dp0684x | On the modeling of restrained torsional warping in prismatic elastic shafts (a full report) | 52 | 6 | 46 | 11.5% |
| 7cc738zv | Static and dynamic geometric and material nonlinear analysis | 52 | 29 | 23 | 55.8% |
| 8345s67f | SOLID SAP: A Static Analysis Program for Three Dimensional Solid Structures | 52 | 7 | 45 | 13.5% |
| 3f56p42t | Large deflection analysis of plates | 51 | 22 | 29 | 43.1% |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 51 | 14 | 37 | 27.5% |
| 8g50s51z | Flexural tests of three reinforced concrete ice wall" beams" | 51 | 5 | 46 | 9.8% |
| 1b768523 | CAL-86: Computer Assisted Learning of Structural Analysis and the CAL/SAP Development System | 50 | 6 | 44 | 12.0% |
| 3w62g061 | Symbolic computing and numerical techniques in the residual stress analysis of media with inhomogeneous microstructures | 50 | 1 | 49 | 2.0% |
| 6rv87401 | Evaluation of Sulfate Resisting Cements by a New Test Method | 50 | 16 | 34 | 32.0% |
| 77d3x1dg | An Augmented Lagrangian Formulation for the Finite Element Solution of Contact Problems | 50 | 13 | 37 | 26.0% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.