cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.4231/d3rv0d20f
title: Shake Table Testing of Precast Rocking Wall with Side column_2 (PreWEC-s2) @ UNR

description: One of the essential considerations in seismic design of structures is to provide life safety. While the focus on life safety is to protect the buildings’ occupants, substantial economic losses ensue when an earthquake causes structural and nonstructural damage and permanent deformations. Beginning with the PREcast Seismic Structural Systems (PRESSS) program, one of the concepts that have been studied by several researchers is the use of seismic resilient systems to improve the earthquake performance of buildings beyond life safety, by mitigating structural damage. Rocking precast concrete wall is one of the practical examples originated from this concept. These walls designed with unbonded post-tensioning as primary reinforcement, which helps the system to self-center while minimizing structural damage during major seismic events. Main source of energy dissipation in Single Rocking Walls (SRW) generated from impact of the rocking body on the footing. However, in order to come up with supplemental damping for such systems, a PreWEC concept previously established. PreWEC systems are basically single rocking walls connected to side/ end steel columns using special energy dissipating oval “O” shaped mild steel connectors. These external dampers are welded to steel columns from one side and to wall steel embedment plates from the other side. While subjected to lateral loads, special, replaceable connectors placed between the wall and columns experience relative vertical displacements due to the gap opening at the base of the wall system. This results in connectors enduring large inelastic deformations and providing the necessary energy dissipation for the system.
Precast Rocking Wall with Side column_2 (PreWEC-s2) consists of a concrete precast wall connected to a footing block with (3) 0.6" diameter PT strands. In this test unit, 12 “O” shaped steel connectors used to dissipate energy. These external energy dissipaters are welded to the steel side columns hinged to the base from one side and to the wall steel embedment plates from the other side, as shown in the drawings.
DOI: 10.4231/d3wm13v3p
title: Shake Table Testing of Precast Rocking Wall with Side column_1 (PreWEC-s1) @ UNR

description: One of the essential considerations in seismic design of structures is to provide life safety. While the focus on life safety is to protect the buildings’ occupants, substantial economic losses ensue when an earthquake causes structural and nonstructural damage and permanent deformations. Beginning with the PREcast Seismic Structural Systems (PRESSS) program, one of the concepts that have been studied by several researchers is the use of seismic resilient systems to improve the earthquake performance of buildings beyond life safety, by mitigating structural damage. Rocking precast concrete wall is one of the practical examples originated from this concept. These walls designed with unbonded post-tensioning as primary reinforcement, which helps the system to self-center while minimizing structural damage during major seismic events. Main source of energy dissipation in Single Rocking Walls (SRW) generated from impact of the rocking body on the footing. However, in order to come up with supplemental damping for such systems, a PreWEC concept previously established. PreWEC systems are basically single rocking walls connected to side/ end steel columns using special energy dissipating oval “O” shaped mild steel connectors. These external dampers are welded to steel columns from one side and to wall steel embedment plates from the other side. While subjected to lateral loads, special, replaceable connectors placed between the wall and columns experience relative vertical displacements due to the gap opening at the base of the wall system. This results in connectors enduring large inelastic deformations and providing the necessary energy dissipation for the system.
Precast Rocking Wall with Side column_1 (PreWEC-s1) consists of a concrete precast wall connected to a footing block with (5) 0.6" diameter PT strands. In this test unit, 8 “O” shaped steel connectors used to dissipate energy. These external energy dissipaters are welded to the steel side columns hinged to the base from one side and to the wall steel embedment plates from the other side.
DOI: 10.5683/sp2/jthcer
title: The influence of lithospheric mantle scars and rheology on intraplate deformation and orogenesis- Analogue experiment data set

description: This dataset consist of velocity data from four Analogue Experiments In each Experiment there are around 200 files. One file for each time step. More information on the data is available in the study "The influence of lithospheric mantle scars and rheology on intraplate deformation and orogenesis: Insights from tectonic analog models". The manuscript for this study has been accepted for publication in the journal Tectonics. It is currently being prepared for publication
DOI: 10.5887/aerdr/10864/tzbty
title: Effects of elevated CO2 on photosynthetic traits of native and invasive C3 and C4 grasses (2012 and 2013, south-central Ontario, Canada)

description: We assessed the responses of photosynthetic traits of native and invasive C3 and C4 grasses to atmospheric carbon dioxide levels. We used three levels of CO2 (390, 700, and 1000 ppm) in a closed chamber experiment and tested 16 grass species (eight C3 plants and eight C4) classified as noninvasive or invasive. We tested the hypotheses that invasive species would be more productive under elevated CO2 and that the strongest responses would be seen in C3 plants.
DOI: 10.5281/zenodo.6342280
title: CRAN Checks' Avoidance

description: Dataset corresponding to the publication "On the Developers' Attitude Towards CRAN Checks", accepted for publication at ICPC 2022, ERA track.
DOI: 10.4121/20496108.v1
title: Figures created during the work on "Design of experiments: a statistical tool for PIV uncertainty quantification"

description: This dataset contains figures created during the work on "Design of experiments: a statistical tool for PIV uncertainty quantification". The proposed UQ approach is applied to estimate the uncertainties in time-averaged velocity and Reynold normal stresses in planar PIV measurements of the flow over a NACA0012 airfoil. The approach is also used to the investigation by stereoscopic PIV of the flow at the outlet of a ducted Boundary Layer Ingesting (BLI) propulsor. The figures in this dataset show the results from these two experimental cases.
DOI: 10.4231/d3cj87m6z
title: Shake Table Testing of Single Rocking Wall_3 (SRW3) @ UNR

description: One of the essential considerations in seismic design of structures is to provide life safety. While the focus on life safety is to protect the buildings’ occupants, substantial economic losses ensue when an earthquake causes structural and nonstructural damage and permanent deformations. Beginning with the PREcast Seismic Structural Systems (PRESSS) program, one of the concepts that have been studied by several researchers is the use of seismic resilient systems to improve the earthquake performance of buildings beyond life safety, by mitigating structural damage. Rocking precast concrete wall is one of the practical examples originated from this concept. These walls designed with unbonded post-tensioning as primary reinforcement, which helps the system to self-center while minimizing structural damage during major seismic events. Main source of energy dissipation in Single Rocking Walls (SRW) generated from impact of the rocking body on the footing. However, in order to come up with supplemental damping for such systems, a PreWEC concept previously established. PreWEC systems are basically single rocking walls connected to side/ end steel columns using special energy dissipating oval “O” shaped mild steel connectors. These external dampers are welded to steel columns from one side and to wall steel embedment plates from the other side. While subjected to lateral loads, special, replaceable connectors placed between the wall and columns experience relative vertical displacements due to the gap opening at the base of the wall system. This results in connectors enduring large inelastic deformations and providing the necessary energy dissipation for the system.
Single Rocking Wall-3 (SRW3) consists of a concrete precast wall connected to a footing block with (6) 0.6" diameter PT strands.
DOI: 10.48667/yv5q-2606
title: Machine Learning Raman Open Dataset (MLROD)

description: Machine learning specialized Raman spectral dataset of single mineral specimens and binary powder mineral mixtures.

Publication Reference: Genesis Berlanga, Quentin Williams, Nathan Temiquel. (2022) Convolutional Neural Networks as a Tool for Raman Spectral Mineral Classification Under Low Signal, Dusty Mars Conditions. Earth and Space Science.
DOI: 10.6084/m9.figshare.8292194
title: Liver function tests and fibrosis scores in a rural population in Africa

description: This is a dataset to support an analysis to estimate the prevalence and aetiology of liver disease in a rural population in Uganda.<br> The data were collected in 2011 from the Uganda General Population Cohort (GPC), based in Kyamulibwa, in the Kalungu district of South-Western Uganda, established in 1989 (partners: UK Medical Research Council, Uganda Virus Research Institute, London School of Hygiene and Tropical Medicine). <br>We have assessed the prevalence of liver disease based on liver function tests (LFTs) and fibrosis scores, and estimated the burden of liver disease associated with alcohol, hepatitis b virus (HBV), HIV, and high or low body mass index.<br><br>The files included here are as follows:<br>1. Complete metadata underpinning the analysis, labelled 'GPC metadata table', provided as xls and csv files.<br>2. STROBE statement (STrengthening the Reporting of OBservational studies in Epidemiology) <br>3. A pdf document containing supplementary material (tables and figures), as follows:<br><b>Suppl Table 1:</b> Origin, reference ranges and clinical significance of liver function tests (LFTs) <br><b>Suppl Table 2:</b> Scores to estimate liver fibrosis, calculated from liver function tests<br><b>Suppl Table 3:</b> Description of characteristics of study participants with liver function test (LFT) results from the Ugandan General Population Cohort (N=8,099)<br><b>Suppl Table 4:</b> Median and inter-quartile range for each liver function test with the population divided by risk factors<br><b>Suppl Fig 1:</b> Distribution of liver function tests in Uganda General Population Cohort. <br><b>Suppl Fig 2:</b> Odds ratio for deranged ALT, AST, APRI, GPR and AST/ALT among participants grouped by sex and age.<br><b>Suppl Fig 3:</b> Proportion of Uganda General Population cohort reporting alcohol consumption among individuals with and without AST/ALT ratio &gt;2<br><b>Suppl Fig 4:</b> Proportion of Uganda General Population Cohort with elevated GGT, according to AST/ALT ratio. (A) males, with upper limit of normal GGT=61 (B) females, with upper limit of normal GGT=36. P-values by Fisher’s Exact Test<br><b>Suppl Fig 5: </b>Proportion of Uganda General Population Cohort with blood borne virus (BBV) infection, according to GPR score. P-value by Fisher’s Exact Test, showing significant enrichment of BBV infection among individuals with elevated GPR score &gt;0.32.<br><br>Ethics approval for this study was provided by:- the Science and Ethics committee of the UVRI (GC/127/12/11/06)- the Ugandan National Council for Science and Technology (HS870)- the East of England-Cambridge South (formerly Cambridgeshire 4) NHS Research Ethics Committee UK (11/H0303/5).All participants provided written informed consent.
DOI: 10.17861/a1d722e2-f3bc-45b6-8504-8932b9ff1320
title: Dataset for New sustainable ternary copper phosphide thermoelectrics
DOI: 10.25318/1310077201-eng
title:  Total energy intake from foods, by dietary reference intake age-sex group, household population aged 1 and over, Canadian Community Health Survey (CCHS) - Nutrition, Canada and provinces

description: Mean of percentage of total energy intake from foods, by dietary age-sex reference intake group, for 2015 only.
DOI: 10.3886/e119446v1
title: COVID-19 US State Policy Database

description: Database of state policies on closures, shelter-in-place orders, housing protections, changes to Medicaid and SNAP, physical distancing closures, reopening, and more created by researchers at the Boston University School of Public Health. Policies included are state-wide directives or mandates, not guidance or recommendations. In order for a policy to be included, it must apply to the entire state. We are working quickly to go through state government websites to make the policy database as complete and accurate as possible in a rapidly changing policy context. If you use data on a given policy, we encourage you to triangulate based on additional sources of policy data and to review the source documentation to consider the coding decisions that are right for your work. Of course, please email us if you note a discrepancy so we can improve the database for everyone. State policy source documentation can be found at: tinyurl.com/statepolicysources.
description: other; Contributors: Megan Cole Brahim, Noa Krawczyk, Carolyn Hoffman, Claire Corkish, Elizabeth Ferrara, Elizabeth Long, Emily Baroni, Faith Contador, Hannah Simon, Morgan Simko, Rachel Scheckman, Sarah Brewer, Sue Kulkarni, Felicia Heykoop, Manish Patel, Aishwarya Vidyasagaran, Andrew Chiao, Cara Safon, Samantha Burkhart, Harry Jung, Victor Lee, Marina MacKinnon, Aarohi Rede, Marie Vearling, Sophie Li, Christina Wang, Tim Levengood, María Jordán P. Emma Chistolini
description: State policies. Smallest Geographic Unit: State
DOI: 10.5281/zenodo.3739467
title: RNASeq profiling of Foxg1-GOF neocortical neurons.v2

description: The dataset uploaded in this entry includes data referred to by the manuscript "<em>Foxg1</em> upregulation enhances neocortical projection neuron activity", by Wendalina Tigani, Moira Pinzan Rossi et al. (submitted).
DOI: 10.5281/zenodo.6402130
title: Appendix of "Revisiting the Effect of Branch Handling Strategies on Change Recommendation"

description: This is the dataset of the paper "Revisiting the Effect of Branch Handling Strategies on Change Recommendation", presented at ICPC 2022. <strong>Files Overview</strong> `path/to/merge_result.db`: SQLite database for the results of Imp_merge. `path/to/no_merge_result.db`: SQLite database for the results of Imp_no_merge. <strong>Database Schema</strong> Table: result id: ID hexsha: the commit SHA-1 algorithm_type: the algorithm used (SINGLE or OTHERS) history_type: the branch handling strategy used (FULL, FIRST_PARENTS, or BOTH). BOTH is used in case two strategies used the same commits. result_type: prediction result (SUCCESS, FAILURE, NO_PREDICTION, or NO_RULE). NO_RULE is used in case of no prediction and no rule. answer_file_name: the oracle filename Table: prediction id: ID result_id: refers to result.id file_name: the predicted filename Table: query id: ID result_id: refers to result.id file_name: the filename used as the query Table: used_commit id: ID result_id: refers to result.id hexsha: the commit SHA-1 to be used for recommendation Table: rule id: ID result_id: refers to result.id conclusion: the filename at the conclusion part confidence: the confidence value support: the support value Table: rule_term (the condition part of a rule) id: ID rule_id: refers to rule.id file_name: the filename at the condition part
DOI: 10.6084/m9.figshare.12044325.v1
title: The evolution of red blood cell shape in a continental radiation of fishes

description: The size and shape of Red Blood Cells (RBC) can provide key information on life history strategies in vertebrates. However, little is known about how RBC shape evolved in response to environmental factors and the role of phylogenetic relationship. Here, we analyzed RBC morphometrics in a continental radiation of fishes testing the hypothesis that phylogenetic relationship determines species occupation of morphospace. We collected blood samples of five specimens of 15 freshwater fish species from six orders and used basic stereological methods to measure cell and nucleus area, perimeter, and diameter, cell and nucleus volume, nucleus:cytoplasm ratio, and shape factor of 50 cells per specimen. Then, we conducted a phylogenetic Principal Components Analysis using a dated phylogeny and built a phylomorphospace. To test if the phylogenetic relationship predicted the phenotypic similarity of species, we calculated multivariate phylogenetic signal. We also estimated the evolution rate of RBC shape for each node and tip using ridge regression. Finally, we tested if the position in the water column influenced RBC shape using a phylogenetic MANOVA. RBC shape seems to have evolved in a non-stationary way because the distribution pattern of species in the phylomorphospace is independent of the phylogeny. Accordingly, the rate of evolution for shape was highly heterogeneous, with an increase in the genus <i>Pygocentrus</i>. Water column position does not influence RBC shape. In conclusion, RBC shape seem to have evolved in response to multiple selective pressures independent of life history characters.
DOI: 10.6084/m9.figshare.14785266
title: Acronym similarity data - “FabNER”: Information Extraction from Manufacturing Process Science Domain Literature Using Named Entity Recognition

description: We compiled a manufacturing acronym data for validation of word2vec model towards the work Named Entity Recognition. The entire dataset is made available as Supplemental Material.
DOI: 10.6084/m9.figshare.19086593
title: Smart Grids Failure & Faults Classification

description: Dataset supporting the review research in the article: Z. Krivohlava, S. Chren, B. Rossi (2022). "Failure and Fault Classification for Smart Grids", <em>Energy Informatics</em>, Springer. Included material: <strong>smart_grid_faults_failures_reviewed_publications.pdf</strong>: List of all the surveyed articles; <strong>smart_grid_faults_failures_catalogue.csv</strong>: CSV file with all the failures and faults categorized;<br>
DOI: 10.17632/mykkx4gygy.3
title: REFMC 1929 - 2012 (Romanian Earthquake Focal Mechanism Catalogue)

description: REFMC 1929 - 2012 (Romanian Earthquake Focal Mechanism Catalogue) was compiled by Mircea Radulian, Andrei Bălă and Dragoș Toma-Dănilă from the National Institute for Earth Physics (INFP), Romania (http://www.infp.ro/) and comprises of earthquakes in Romania, in the 1929 - 2012 period, for which we were able to compute or retrieve focal mechanism parameters. The catalogue divides earthquakes into two categories: crustal earthquakes (h &lt; 50 km) and intermediate-depth earthquakes (h ≥ 50 km, all in the Vrancea area). Information regarding the catalogue was published in two separate papers which we invite you to read and cite: 1. Radulian M., Bala A., Popescu E., Toma-Danila D. (2018) Earthquake mechanism and characterization of seismogenic zones in south-eastern part of Romania. Annals of Geophysics, 61(1), SE108. 2. Radulian M., Bala A., Ardeleanu L., Toma-Danila D., Petrescu L., Popescu E. (2019) Revised catalogue of earthquake mechanisms for the events occurred in Romania until the end of twentieth century: REFMC. Acta Geodaetica et Geophysica, 54, 1, 3-18. If you download and use this catalogue in your work, beside the 2 citation given, please provide the reference of this complete catalogue presented here: - Radulian, Mircea; Bala, Andrei; Toma-Danila, Dragos (2020), “REFMC 1929 2012 (Romanian Earthquake Focal Mechanism Catalogue) ”, Mendeley Data, V3, doi: 10.17632/mykkx4gygy.3
DOI: 10.5281/zenodo.5105075
title: Georeferenced database of coworking spaces in Lisbon Municipality

description: A georeferenced database of the Coworking Spaces in Lisbon Municipality. The data was mainly collected through desk research from October 2020 to Jun 2021. This work is part of WG1 of the Cost Action – CA18214 project, entitled: “The geography of new working spaces and the impact on the periphery” (https://www.cost.eu/cost-action/the-geography-of-new-working-spaces-and-the-impact-on-the-periphery/), which involves 28 countries and started in 2019. The authors of the database are members of the project.
DOI: 10.5281/zenodo.7135100
title: Continuous exchange of nectar nutrients in an Oriental hornet colony- Dataset

description: Raw data of the experiments " Continuous exchange of nectar nutrients in an Oriental hornet colony".
DOI: 10.17188/1307909
title: Materials Data on V2PC by Materials Project

description: PCV2 is H-Phase structured and crystallizes in the hexagonal P6_3/mmc space group. The structure is three-dimensional. V+3.50+ is bonded to three equivalent C4- and three equivalent P3- atoms to form a mixture of distorted corner, edge, and face-sharing VP3C3 octahedra. The corner-sharing octahedra tilt angles range from 0–43°. All V–C bond lengths are 2.07 Å. All V–P bond lengths are 2.43 Å. C4- is bonded to six equivalent V+3.50+ atoms to form CV6 octahedra that share corners with six equivalent PV6 pentagonal pyramids, edges with six equivalent CV6 octahedra, and edges with six equivalent PV6 pentagonal pyramids. P3- is bonded to six equivalent V+3.50+ atoms to form distorted PV6 pentagonal pyramids that share corners with six equivalent CV6 octahedra, edges with six equivalent CV6 octahedra, and edges with six equivalent PV6 pentagonal pyramids. The corner-sharing octahedral tilt angles are 12°.
DOI: 10.6084/m9.figshare.12912275.v1
title: Trained VAE for Grooms-QJRMS (submitted 2020)

description: A Matlab .mat file containing two trained networks (decoder and encoder) as described in the paper.<br>
DOI: 10.6084/m9.figshare.19071713.v1
title: Evaluation of volumetric bone mineral density, bone microarchitecture and bone strength in patients with achondroplasia caused by FGFR3 c.1138G&gt;A mutation

description: Supplementary materials for ACH<br>
DOI: 10.6084/m9.figshare.19236792
title: Dispersion Orders of Various Materials

description: The files contain data and plots for the first 10 dispersion orders, the refractive index, and the group index, for several solid materials, liquids and gasses at standard conditions, according to the cited refractive indices.
DOI: 10.6084/m9.figshare.5900911
title: The Refinement Calculus of Reactive Systems Toolset - Feb 2018

description: Distribution of the Refinement Calculus of Reactive Systems (RCRS) Toolset. Includes full RCRS formalization in the Isabelle proof assistant, Formal Analyzer implemented on top of Isabelle, Translator of Simulink models to RCRS, sample Simulink models, and demonstration files with instructions.<br>RCRS is fully implemented in the Isabelle theorem prover. The RCRS implementation currently consists of 22 Isabelle theories (.thy files).<br>This dataset is in .zip archive format and can be uncompressed using standard compression software. This dataset consists of:<br><b>- instructions-figshare.txt - </b>Step-by-step instructions on how to use this artifact to replicate the results in the TACAS 2018 paper: "The Refinement Calculus of Reactive Systems Toolset" in openly accessible .txt format.<b>- RCRS_Demo.thy - </b>a demo file for RCRS in openly-accessible Isabelle <b>.thy</b> format. <b>- Documentation/ - </b>guidance documents in openly accessible <b>.pdf </b>format on RCRS and a theory dependency graph.<b>- RCRS/ - </b>data are in either openly-accessible Python language <b>.py</b> format or Isabelle theorem <b>.thy</b> format. RCRS contains two subfolders: I. The "Isabelle" folder contains the implementation of RCRS into the Isabelle proof assistant. See file "document.pdf" for documentation on the subfolders. II. The "Simulink2Isabelle" folder contains the "simulink2isabelle.py" translator: it translates Simulink models into RCRS/Isabelle theories.<br><b>- Simulink_models/ </b> - data are in <b>.slx</b> format, accessible via MathWorks Matlab/Simulink. These form the Translator inputs.<br>The instructions allow to reproduce in full the results reported in the paper "The Refinement Calculus of Reactive Systems Toolset", TACAS 2018.<br>