Structural Engineering, Mechanics, and Materials
Parent: UC Berkeley
eScholarship stats: Breakdown by Item for December, 2024 through March, 2025
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 132 | 83 | 49 | 62.9% |
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 116 | 108 | 8 | 93.1% |
| 4t55h94h | Clarifying the representation of isotropic symmetric tensor-valued functions of two symmetric tensors | 111 | 82 | 29 | 73.9% |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 59 | 13 | 46 | 22.0% |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 58 | 4 | 54 | 6.9% |
| 0kp0q462 | CALREL User Manual | 55 | 13 | 42 | 23.6% |
| 15f6m3p6 | A Computer Program for the Dynamic Stress Analysis of Underground Structures | 55 | 27 | 28 | 49.1% |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 55 | 40 | 15 | 72.7% |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 53 | 40 | 13 | 75.5% |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 50 | 16 | 34 | 32.0% |
| 5fz1t29j | Laboratory Tests, Analytical Modeling, and Design Model Development for Column-Foundation Connections with Headed Anchors | 48 | 28 | 20 | 58.3% |
| 1tf7t9s4 | A Perturbed Lagrangian Formulation for the Finite Element Solution of Contact Problems | 45 | 28 | 17 | 62.2% |
| 1299s7n3 | SAP - A General Structural Analysis Program | 44 | 22 | 22 | 50.0% |
| 56p2c0sw | Refined Finite Element Analysis of Linear and Nonlinear Two-Dimensional Structures | 44 | 17 | 27 | 38.6% |
| 3tf1796m | Finite Element Analysis of Two-Dimensional Structures | 43 | 13 | 30 | 30.2% |
| 6rv87401 | Evaluation of Sulfate Resisting Cements by a New Test Method | 41 | 14 | 27 | 34.1% |
| 8jb7s1w8 | DRAIN-3DX: Base Program Description and User Guide: Version 1.10 | 39 | 11 | 28 | 28.2% |
| 9ck933b2 | The Determination of Temperatures Within Mass Concrete Structures | 38 | 17 | 21 | 44.7% |
| 7cc738zv | Static and dynamic geometric and material nonlinear analysis | 37 | 20 | 17 | 54.1% |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 35 | 5 | 30 | 14.3% |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 34 | 17 | 17 | 50.0% |
| 6f9905m8 | Lateral Displacement Ductility of Reinforced Concrete Flat Plates | 34 | 8 | 26 | 23.5% |
| 0p878772 | DRAIN-2DX base program description and user guide: version 1.10 | 32 | 5 | 27 | 15.6% |
| 3739w8d3 | Structural reliability under incomplete probability information | 32 | 13 | 19 | 40.6% |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 32 | 20 | 12 | 62.5% |
| 1kg0q03z | Optimization Algorithms for Structural Reliability Analysis | 30 | 16 | 14 | 53.3% |
| 6wj8239n | ADAP-88: a computer program for nonlinear earthquake analysis of concrete arch dams: user guide | 30 | 9 | 21 | 30.0% |
| 3f56p42t | Large deflection analysis of plates | 29 | 20 | 9 | 69.0% |
| 22f2k1k6 | Effect of Lime on Hydration of Pastes Containing Gypsum and Calcium Aluminates or Calcium Sulfoaluminate | 28 | 7 | 21 | 25.0% |
| 68h1q5rg | Solution Methods for Large Generalized Eigenvalue Problems in Structural Engineering | 27 | 12 | 15 | 44.4% |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 27 | 9 | 18 | 33.3% |
| 9v61q2nj | A Robust Quadrilateral Membrane Finite Element With Drilling Degrees of Freedom | 27 | 5 | 22 | 18.5% |
| 10n0w32g | Nonlinear Geometric Material and Time Dependent Analysis of Three Dimensional Reinforced and Prestressed Concrete Frames | 25 | 9 | 16 | 36.0% |
| 4k32b2f2 | Revisiting the Chadwick and Lu & Pister models of finite thermoelasticity for isotropic materials | 25 | 10 | 15 | 40.0% |
| 77d3x1dg | An Augmented Lagrangian Formulation for the Finite Element Solution of Contact Problems | 25 | 9 | 16 | 36.0% |
| 8th4p876 | Computational Methods for Inverse Finite Elastostatics | 25 | 4 | 21 | 16.0% |
| 9cg8g0ms | SEMM Graduate Program Primer: 2021 | 25 | 11 | 14 | 44.0% |
| 3kz3g18j | Physics-based linear regression for high-dimensional forward uncertainty quantification | 24 | 4 | 20 | 16.7% |
| 58d56721 | An Experimental Study of Flat-Plate Structures under Vertical and Lateral Loads | 24 | 11 | 13 | 45.8% |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 24 | 13 | 11 | 54.2% |
| 88b9d0h7 | Earthquake-resistant and resilient tall reinforced concrete buildings using base isolation and rocking core-walls | 24 | 9 | 15 | 37.5% |
| 8ds3b5kt | Member capacity factors for seismic isolators to limit collapse risks of seismically isolated structure to ASCE 7 stipulated limits | 24 | 7 | 17 | 29.2% |
| 0dr0c2n3 | Finite Element Analysis of Nonlinear Membrane Structures | 23 | 10 | 13 | 43.5% |
| 0nr141xj | Smooth surface discretization for large deformation frictionless contact | 23 | 8 | 15 | 34.8% |
| 82q1d1sg | Anisotropic Modeling and Numerical Simulation of Brittle Damage in Concrete | 23 | 6 | 17 | 26.1% |
| 9nr2050k | BIAX: a computer program for the analysis of reinforced concrete sections | 23 | 1 | 22 | 4.3% |
| 490726td | Topology optimization in microelectromechanical resonator design | 22 | 3 | 19 | 13.6% |
| 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 | 22 | 2 | 20 | 9.1% |
| 3mq02824 | Numerical Implementation of Plastic-Damage Model for Concrete under Cyclic Loading: Application to Concrete Dams | 21 | 14 | 7 | 66.7% |
| 6550h90v | Shear Lag Analysis of Simple and Continous T, I, and Box Beams | 21 | 4 | 17 | 19.0% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.