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30 results for “Cyclic testing”
Data from: Contingent tradeoff decisions with feedbacks in cyclical environments: testing alternative theories
<p>This archive contains the model code and input for the simulation experiments published in: Railsback, Harvey, and Ayllón, in press. Contingent tradeoff decisions with feedbacks in cyclical environments: testing alternative theories. Behavioral Ecology. BEHECO-2019-0460.R3. That paper formulates and tests four alternative theories for how animals make tradeoff decisions throughout the circadian light cycle in a population context, with the behavior of each individual affecting the resources available to others. The example application is to stream trout selecting when and where to feed vs. hide, during dawn, day, dusk, and night. These theories are tested against observed patterns reported in the literature. The archive provides separate NetLogo program files for each theory and each simulation experiment. These files allow complete reproduction of the simulation experiments.</p>
Data Set from Quasi-static Cyclic Tests of Scoured 2×3 Pile-Group Foundations for Bridge Structures
<p>This data set is from Quasi-static cyclic tests of scoured 2×3 pile-group foundations for bridge structures, as a data paper submitted to Earthquake Spectra (Submission ID: EQS-24-0190)</p>
DIC Images and Data of In-Plane Cyclic Testing of a 3D-Woven Layer-to-Layer Angle Interlock Composite
<p>Data behind the publications:</p> <ul> <li>C. Oddy, M. Song, C. Stewart, B. El Said, M. Ekh, S. Hallett and Martin Fagerström: On and Off-Axis Cyclic Behaviour of 3D-Woven Composites: Experimental Testing and Macroscale Modelling. Submitted for international publication.</li> </ul> <p>For each test sample orientation and excel file is provided. This includes the machinedata giving the time, machine displacement and force. On another sheet, informationfrom the DIC analysis is given, including the time and force signal organised accordingto the image frame number. The DIC images are also provided.</p> <p>The testing was carried out using a serial camera DIC system. However, as part of this publication, the images have only been provided from one of the camera systems. They have also been exported at a lower image quality than the original analysis. The authors' can recommend the use of open source DIC software, for example DICe (https://github.com/dicengine/dice), to carry out any type of further image processing. Processing the stereo image as a 2D analysis at a lower image quality may lead to some deviations in the extracted strain or displacement fields. The authors however have compared the results and have not seen any notable inconsistencies. We hope that these images can be useful to you in your own research endeavours! </p> <p> </p>
Cyclic test data
<p>Experimental data cyclic tests Colombian electrowelded wire mesh</p>
Data from: Contingent tradeoff decisions with feedbacks in cyclical environments: testing alternative theories
Open the record for dataset details and reuse information.
Data from: Low reversed cyclic loading tests for integrated precast structure of lightweight wall with single-row reinforcement under a lightweight steel frame
Given the development of precast structures for low-rise residential buildings, this study explores a new structure—namely, an integrated precast structure of lightweight recycled-concrete wall with single-row reinforcement—under a lightweight steel frame filled with recycled concrete (integrated precast structure for short). The lightweight steel frame and lightweight wall cooperate to bear the forces. The applied concealed bracing, either a rebar bracing or a steel plate bracing, increases the shear resistance of the wall. The lightweight steel frame is designed to bear the vertical loading, whereas the seismic load in the horizontal direction is jointly borne by the frame and wall. This study presents the results of low reversed cyclic loading tests on nine specimens of integrated precast structures. An analysis is then carried out to investigate the mechanical properties of the specimens; based on these results, a formula for the force-bearing performance of the inclined section is developed. The results show satisfactory performance as an integrated piece; the proposed structure has two seismic lines of defence, with the lightweight wall restraint by the side frame being the first line and the steel frame being the second line. Because the failure of the wall can be categorised as shear failure, the restraint of the lightweight steel frame significantly reduces the potential damage of the wall. As the beams and columns of the steel frame tend to bend against failure, the wall filling helps resist sliding. Therefore, the reinforced joints of the connecting beams and columns show no visible signs of damage, indicating that the connection between the beams and columns is reliable. The narrow spacing of rebars and the setting of concealed bracing contribute to the increase in ductility and energy efficiency and the evident reduction in the failure process. Furthermore, the recycled concrete increases the seismic resistance of the structure.
Cyclic testing reliability analysis on a novel light-curable bone fixation technique
<p>Dataset associated with the manuscript of the same title. Dataset includes mechanical data collected and calcualted during the expirement. </p>
Data from: Low reversed cyclic loading tests for integrated precast structure of lightweight wall with single-row reinforcement under a lightweight steel frame
Open the record for dataset details and reuse information.
Experimental Testing Program on Stiffened Column Bases Subjected to Cyclic Loading
<p>This dataset is obtained from an experimental campaign on stiffened column bases. Stiffened connections (in contrast to conventional exposed and embedded column bases) refer to a configuration with vertical stiffeners welded on top of the base plate; consequently, the required plate thickness is reduced. Stiffened connections are the current practice of countries in which supplying the thick plates is challengeable, and welding procedures cost reasonable. Prior research on stiffened column bases is modest; this project seeks to provide reliable evidence for their performance. Dataset documents the results of experiments on four prototypes with stiffened column bases subjected to pure bending. A horizontal actuator applies the lateral displacements on the column top to simulate the seismic excitation. Variables are the number of anchor rods row, construction approach, and base plate thickness. Excel files report the captured raw data from the actuator, Linear Variable Differential Transformers (LVDTs), and strain gauges installed on the specimens during the testing program. In addition, instrumentation layout and test setup details are illustrated.</p> <p>ReadMe.pdf: Fundamental information about the test setup, specimens, and instrumentation.</p> <p>Test1.xlsx: Raw data recorded from Test #1; dynamic and static data logger sheets.</p> <p>Test2.xlsx: Raw data recorded from Test #2; dynamic and static data logger sheets.</p> <p>Test3.xlsx: Raw data recorded from Test #3; dynamic and static data logger sheets.</p> <p>Test4.xlsx: Raw data recorded from Test #4; dynamic and static data logger sheets.</p>
Test Program on Stiffened Column Bases Subjected to Cyclic Loading
<p>This dataset is obtained from an experimental campaign on stiffened column bases. Stiffened connections refer to a configuration with vertical stiffeners welded on top of the base plate; consequently, the required plate thickness is reduced. Stiffened connections are the current practice of countries in which supplying the thick plates is challenging, and welding procedures cost reasonable. Prior research on stiffened column bases is modest; this project seeks to provide reliable evidence for their performance. Dataset documents the results of experiments on four prototypes with stiffened column bases subjected to pure bending. A horizontal actuator applies the lateral displacements on the column top to simulate the seismic excitation. Variables are the number of anchor rods row, construction approach, and base plate thickness. </p> <p>Fabrication: Design procedure, drawings, material properties, and photos related to the construction of specimens.</p> <p>Test_1: Raw data, processed data, derived data, and photos for Test #1.</p> <p>Test_2: Raw data, processed data, derived data, and photos for Test #2.</p> <p>Test_3: Raw data, processed data, derived data, and photos for Test #3.</p> <p>Test_4: Raw data, processed data, derived data, and photos for Test #4.</p>
ScienceDex guides
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International Brain Laboratory public data
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OpenNeuro
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