SEMM Reports Series
Parent: Structural Engineering, Mechanics, and Materials
eScholarship stats: Breakdown by Item for April through July, 2024
| Item | Title | Total requests | Download | View-only | %Dnld |
|---|---|---|---|---|---|
| 21f175hg | Effect of Stiffness Degradation on Earthquake Ductility Requirements | 113 | 70 | 43 | 61.9% |
| 3kz3g18j | Physics-based linear regression for high-dimensional forward uncertainty quantification | 113 | 10 | 103 | 8.8% |
| 64d1w46t | Finite element modeling of viscoelastic liquid crystal elastomers | 112 | 47 | 65 | 42.0% |
| 9cg8g0ms | SEMM Graduate Program Primer: 2021 | 78 | 30 | 48 | 38.5% |
| 4k32b2f2 | Revisiting the Chadwick and Lu & Pister models of finite thermoelasticity for isotropic materials | 77 | 36 | 41 | 46.8% |
| 7cc738zv | Static and dynamic geometric and material nonlinear analysis | 48 | 34 | 14 | 70.8% |
| 1299s7n3 | SAP - A General Structural Analysis Program | 44 | 28 | 16 | 63.6% |
| 1rt9c9q1 | Finite Element Analysis of Reinforced Concrete Structures Under Monotonic Loads | 44 | 35 | 9 | 79.5% |
| 346269bx | Finite Element Implementation of Incompressible, Transversely Isotropic Hyperelasticity | 43 | 28 | 15 | 65.1% |
| 6t82f3gz | Hydrodynamic Pressures on Dams During Earthquakes | 43 | 12 | 31 | 27.9% |
| 8ds3b5kt | Member capacity factors for seismic isolators to limit collapse risks of seismically isolated structure to ASCE 7 stipulated limits | 43 | 12 | 31 | 27.9% |
| 9xj999c5 | A Mixed-Enhanced Strain Method: Finite Deformation Problems | 41 | 6 | 35 | 14.6% |
| 9z606324 | Forced vibration tests: North Fork Dam, California, October 1974 | 41 | 7 | 34 | 17.1% |
| 9ck933b2 | The Determination of Temperatures Within Mass Concrete Structures | 40 | 21 | 19 | 52.5% |
| 3d606904 | Stochastic finite element methods and reliability: a state-of-the-art report | 39 | 10 | 29 | 25.6% |
| 7z27m01j | Laboratory test of column-foundation moment transfer connection with headed anchors and shear reinforcement | 36 | 15 | 21 | 41.7% |
| 9w2235t3 | Ambient Vibration Study of Berkeley Public Library: Report to the Berkeley Public Library | 35 | 5 | 30 | 14.3% |
| 3f56p42t | Large deflection analysis of plates | 34 | 26 | 8 | 76.5% |
| 7q48p6s2 | Laboratory tests of column-foundation moment transfer connections with headed anchors | 34 | 16 | 18 | 47.1% |
| 8f8296v8 | CAL-91: Computer Assisted Learning of Static and Dynamic Analysis of Structural Systems | 34 | 12 | 22 | 35.3% |
| 9rd391p9 | Finite Element Formulations of Incompressible Rubberlike Membrane Shells | 34 | 13 | 21 | 38.2% |
| 9vr0j8ct | A Consistent Formulation of Nonlinear Theories of Elastic Beams and Plates | 33 | 9 | 24 | 27.3% |
| 0010g576 | Nonlinear Analysis of Reinforced Concrete Panels, Slabs and Shells for Time Dependent Effects | 32 | 14 | 18 | 43.8% |
| 3tf1796m | Finite Element Analysis of Two-Dimensional Structures | 32 | 19 | 13 | 59.4% |
| 7q6998h6 | Automation of user element generation for FEAP | 32 | 11 | 21 | 34.4% |
| 2dp0684x | On the modeling of restrained torsional warping in prismatic elastic shafts (a full report) | 31 | 12 | 19 | 38.7% |
| 3mq02824 | Numerical Implementation of Plastic-Damage Model for Concrete under Cyclic Loading: Application to Concrete Dams | 31 | 20 | 11 | 64.5% |
| 9cp19009 | Consistent Tangent Operators for Rate Independent Elasto-Plasticity | 30 | 11 | 19 | 36.7% |
| 4c68n4zc | Analysis and Design of Curved Box Girder Bridges | 29 | 21 | 8 | 72.4% |
| 9w41761g | Stability Analysis of Axisymmetric Shells | 29 | 0 | 29 | 0.0% |
| 0002x3n1 | Thick Shell and Solid Finite Elements With Independent Rotation Fields | 28 | 9 | 19 | 32.1% |
| 7qc3h75t | Strength of Concrete Under Combined Stresses | 28 | 13 | 15 | 46.4% |
| 9kk567gm | Studies of Concrete for Callaway Union Electric Company, Unit #1, Post Tensioned Reactor Building | 28 | 9 | 19 | 32.1% |
| 10n0w32g | Nonlinear Geometric Material and Time Dependent Analysis of Three Dimensional Reinforced and Prestressed Concrete Frames | 27 | 17 | 10 | 63.0% |
| 15f6m3p6 | A Computer Program for the Dynamic Stress Analysis of Underground Structures | 27 | 14 | 13 | 51.9% |
| 1kg0q03z | Optimization Algorithms for Structural Reliability Analysis | 27 | 21 | 6 | 77.8% |
| 0187t128 | DRAIN-3DX: Element Description and User Guide for Element Type 01, Type 04, Type 05, Type 08, Type 09, Type 15 and Type 17 Version 1.10 | 26 | 6 | 20 | 23.1% |
| 01f618z6 | A Modal Analysis of Finite Deformation Enhanced Strain Finite Elements | 26 | 9 | 17 | 34.6% |
| 1v4782zh | Creep Buckling of a Nonlinearly Viscoelastic Beam-Column | 26 | 9 | 17 | 34.6% |
| 77d3x1dg | An Augmented Lagrangian Formulation for the Finite Element Solution of Contact Problems | 26 | 16 | 10 | 61.5% |
| 8614j2v0 | Anchored nonstructural component response to seismic loading - shaking table tests report | 26 | 6 | 20 | 23.1% |
| 98w7533r | Review of the behavior of a code compliant structural design under realistic case scenarios of seismic hazard demand | 26 | 7 | 19 | 26.9% |
| 9t32g511 | Mixed Finite Element Formulations for Nonlinear Plates | 26 | 11 | 15 | 42.3% |
| 9v61q2nj | A Robust Quadrilateral Membrane Finite Element With Drilling Degrees of Freedom | 26 | 0 | 26 | 0.0% |
| 0p19q7j2 | DRAIN-3DX: base program user guide | 25 | 14 | 11 | 56.0% |
| 5gz6d24g | A Study of the One-Dimensional Theory of Arterial Pulse Propagation | 25 | 14 | 11 | 56.0% |
| 5ts4m9c2 | Lateral buckling in reinforced concrete walls | 25 | 13 | 12 | 52.0% |
| 89n851hb | The Analysis of Moderately Thick to Thin Shells by the Finite Element Method | 25 | 12 | 13 | 48.0% |
| 9hc108w9 | On permeable cracks in a piezoelectric ceramic. 1, global energy release rate | 25 | 10 | 15 | 40.0% |
| 9tn3b2zb | Large Displacement Analysis of Shells of Revolution, Including Creep, Plasticity and Viscoelasticity | 25 | 7 | 18 | 28.0% |
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.