SEMM Reports Series
Parent: Structural Engineering, Mechanics, and Materials
eScholarship stats: Breakdown by Item for January through April, 2025
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 162 | 94 | 68 | 58.0% |
| 4t55h94h | Clarifying the representation of isotropic symmetric tensor-valued functions of two symmetric tensors | 149 | 102 | 47 | 68.5% |
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 103 | 91 | 12 | 88.3% |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 70 | 4 | 66 | 5.7% |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 67 | 44 | 23 | 65.7% |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 63 | 15 | 48 | 23.8% |
| 5fz1t29j | Laboratory Tests, Analytical Modeling, and Design Model Development for Column-Foundation Connections with Headed Anchors | 61 | 35 | 26 | 57.4% |
| 15f6m3p6 | A Computer Program for the Dynamic Stress Analysis of Underground Structures | 56 | 28 | 28 | 50.0% |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 54 | 43 | 11 | 79.6% |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 54 | 17 | 37 | 31.5% |
| 1299s7n3 | SAP - A General Structural Analysis Program | 53 | 26 | 27 | 49.1% |
| 0kp0q462 | CALREL User Manual | 51 | 12 | 39 | 23.5% |
| 9ck933b2 | The Determination of Temperatures Within Mass Concrete Structures | 49 | 24 | 25 | 49.0% |
| 56p2c0sw | Refined Finite Element Analysis of Linear and Nonlinear Two-Dimensional Structures | 47 | 19 | 28 | 40.4% |
| 6rv87401 | Evaluation of Sulfate Resisting Cements by a New Test Method | 46 | 17 | 29 | 37.0% |
| 1tf7t9s4 | A Perturbed Lagrangian Formulation for the Finite Element Solution of Contact Problems | 45 | 29 | 16 | 64.4% |
| 7cc738zv | Static and dynamic geometric and material nonlinear analysis | 41 | 25 | 16 | 61.0% |
| 3tf1796m | Finite Element Analysis of Two-Dimensional Structures | 40 | 11 | 29 | 27.5% |
| 8jb7s1w8 | DRAIN-3DX: Base Program Description and User Guide: Version 1.10 | 40 | 11 | 29 | 27.5% |
| 3739w8d3 | Structural reliability under incomplete probability information | 39 | 14 | 25 | 35.9% |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 39 | 24 | 15 | 61.5% |
| 9v61q2nj | A Robust Quadrilateral Membrane Finite Element With Drilling Degrees of Freedom | 39 | 6 | 33 | 15.4% |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 38 | 25 | 13 | 65.8% |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 35 | 15 | 20 | 42.9% |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 34 | 3 | 31 | 8.8% |
| 3w99q5tf | Seismic response of bridges with rocking foundations at a near-fault site | 34 | 5 | 29 | 14.7% |
| 4xv8t4b2 | A Triangular Element Based on Reissner-Mindlin Plate Theory | 34 | 5 | 29 | 14.7% |
| 9cg8g0ms | SEMM Graduate Program Primer: 2021 | 34 | 14 | 20 | 41.2% |
| 0p878772 | DRAIN-2DX base program description and user guide: version 1.10 | 33 | 4 | 29 | 12.1% |
| 10n0w32g | Nonlinear Geometric Material and Time Dependent Analysis of Three Dimensional Reinforced and Prestressed Concrete Frames | 33 | 12 | 21 | 36.4% |
| 7c37s7sj | Three-dimensional nonlinear cyclic beam-truss model for non-planar reinforced concrete walls | 33 | 8 | 25 | 24.2% |
| 1kg0q03z | Optimization Algorithms for Structural Reliability Analysis | 32 | 15 | 17 | 46.9% |
| 0dr0c2n3 | Finite Element Analysis of Nonlinear Membrane Structures | 31 | 13 | 18 | 41.9% |
| 22f2k1k6 | Effect of Lime on Hydration of Pastes Containing Gypsum and Calcium Aluminates or Calcium Sulfoaluminate | 31 | 9 | 22 | 29.0% |
| 88b9d0h7 | Earthquake-resistant and resilient tall reinforced concrete buildings using base isolation and rocking core-walls | 31 | 9 | 22 | 29.0% |
| 3w62g061 | Symbolic computing and numerical techniques in the residual stress analysis of media with inhomogeneous microstructures | 30 | 2 | 28 | 6.7% |
| 45g9t5gj | SMIS - Symbolic Matrix Interpretive System | 30 | 3 | 27 | 10.0% |
| 490726td | Topology optimization in microelectromechanical resonator design | 30 | 4 | 26 | 13.3% |
| 58d56721 | An Experimental Study of Flat-Plate Structures under Vertical and Lateral Loads | 30 | 12 | 18 | 40.0% |
| 03w4g8xr | Response of tall cantilever wall buildings to strong pulse type seismic excitation | 29 | 5 | 24 | 17.2% |
| 3kz3g18j | Physics-based linear regression for high-dimensional forward uncertainty quantification | 29 | 5 | 24 | 17.2% |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 29 | 6 | 23 | 20.7% |
| 8ds3b5kt | Member capacity factors for seismic isolators to limit collapse risks of seismically isolated structure to ASCE 7 stipulated limits | 29 | 7 | 22 | 24.1% |
| 9nr2050k | BIAX: a computer program for the analysis of reinforced concrete sections | 29 | 2 | 27 | 6.9% |
| 0nr141xj | Smooth surface discretization for large deformation frictionless contact | 28 | 7 | 21 | 25.0% |
| 3f56p42t | Large deflection analysis of plates | 28 | 17 | 11 | 60.7% |
| 6f9905m8 | Lateral Displacement Ductility of Reinforced Concrete Flat Plates | 28 | 6 | 22 | 21.4% |
| 8th4p876 | Computational Methods for Inverse Finite Elastostatics | 28 | 5 | 23 | 17.9% |
| 59x2h28q | A Mixed Formulation for the Finite Element Solution of Contact Problems | 27 | 4 | 23 | 14.8% |
| 6c06v1kh | A Simple Model of Generalized Plasticity | 26 | 4 | 22 | 15.4% |
Note: Due to the evolving nature of web traffic, the data presented here should be considered approximate and subject to revision. Learn more.