cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.15468/dl.jntch8
title: Occurrence Download

description: A dataset containing 7946657 species occurrences available in GBIF matching the query:
{
 "and" : [
 "OrderKey is Hymenoptera",
 "Year is greater than or equal to 2014",
 "Year is less than or equal to 2023",
 "OccurrenceStatus is Present"
 ]
}

 The dataset includes 7946657 records from 4142 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0091129-240321170329656/datasets/export for details.
 
Data from some individual datasets included in this download may be licensed under less restrictive terms.
DOI: 10.17632/yc2nbffdtf.1
title: Data for: Rarefied Gas Transport in Heterogeneous Shale Matrix Using a Practical Apparent Permeability Model and Fuzzy Statistical Method

description: mass flux ratio data vs Knudsen number
DOI: 10.17632/xtt58br7pk.1
title: Data for: Continental crust growth during the evolution of accretionary orogens: insights from the Early Paleozoic granitoids in the Western Kunlun orogen, NW China

description: Table S1 A summary of the Eartly Paleozoic granitoids in the Western Kunlun orogen. Table S2. Zircon U-Pb isotopic and REE concentrations obtained by LA-ICP-MS for samples from the Sanshili and Yirba plutons. Table S3. Lu-Hf isotope compositions of zircons form the Sanshili and Yirba plutons. Table S4 Major element, trace element and isotopic compositions of the Sanshili and Yirba plutons.
DOI: 10.6084/m9.figshare.14312687
title: Speedtest Broadband Performance by NBN Technology Types

description: This dataset intersects Speedtest Global dataset (Q1 2020), reporting speed by location, with NBN Technology Dataset, reporting NBN technology by geospatial layers.<br>Speedtest data is CC-BY-NC-SA, so this derived dataset is too.A network graph of variables is available at Kumu.<br>A sample of the data is visible in csv - first ten lines of geojson.<br>*** Versionsv2 - Add geojson with Lat Longs.v1 - initial load.<br><br>**VariablesSpeedtest records at 600M^2 locations (geometry):- speedtests (up and down)- count of devices- count of tests<br>This dataset (as geojson) contains:87,058 rows by 25 fields.- LocID - speedtest Quadkey - 12 digit code (0-3)- Geometry, contains Lat/Lon description of 600m2 area- Speedtest variables (5)- % LocID by NBN tech - FTTP (0 - 1.0; per cent)- % LocID by NBN tech - FTTC (0 - 1.0; per cent)<br>- % LocID by NBN tech - FTTB (0 - 1.0; per cent)<br>- % LocID by NBN tech - FTTN (0 - 1.0; per cent)<br>- % LocID by NBN tech - HFC (0 - 1.0; per cent)<br>- % LocID by NBN tech - FW - fixed wireless (0 - 1.0; per cent)<br>- % LocID by NBN tech - Satellite (0 - 1.0; per cent)- Population Density (per ABS SA2) data - link to add- Geometry; decimal degrees - coordinate system WGS 1984 Aust Centre for Remote Sensing Lambert (a second file contains Lat Longs).<br><br>** Dataset challengesThe NBN dataset contains:- vacant areas - 2000 LocIDs with less than 100%- overlapping areas. - 200 LocID with greater than 100%Hence this data sum of Tech % do not sum always to 100%<br><br>Info on Quadkey: https://towardsdatascience.com/geospatial-indexing-with-quadkeys-d933dff01496<br>** ToDo:- add files listing Quadkeys with non-100% NBN Tech Coverage (csv)<br>** Future Work:- Create tool to select LocID by Tech threshold eg 75%, 85%, 95%, then collate those LocIDs for an average speed by NBN Tech.- Display LocIDs by location on a map, where above Tech Threshold- Display LocIDs where below threshold (ie overlapping Techs)- Display significant Satellite and FW LocIDs- Display slow techs; speed less than 20Mbps- Display super-slow techs; speed less than 1Mbps- Display fast tech; speed greater than 80Mbps- Display superfast tech; speed greater than 200Mbps<br>Related datasets include:- Speedtest data analysis Australia; Figshare 13370504- Comparing four cities Broadband; Figshare 13621169- Speedtest vs NBN technology maps - one record for each technology in a LocID (319, 337 rows * 25 cols) - created by AURIN - Figshare 14006138
DOI: 10.6084/m9.figshare.14707329
title: Database: Prevalence of gastrointestinal symptoms, severity of dysphagia, and their correlation with severity of amyotrophic lateral sclerosis in a Mexican cohort

description: This database was generated with the help of 43 Mexican patients diagnosed with amyotrophic lateral sclerosis (ALS). The presence and severity of gastrointestinal (GI) symptoms and dysphagia were identified by means of the Gastrointestinal Symptom Rating Scale (GSRS) and the Functional Outcome Swallowing Scale (FOSS). The Revised ALS Functional Rating Scale (ALSFRS-R) was utilized to determine the severity of ALS. ALSFRS-R scores were divided into two categories: those with mild to moderate ALS (≥40-30 points) and patients with moderate to advanced ALS (29-≤20 points).
DOI: 10.6084/m9.figshare.14707569
title: complete mitochondrial genome of Odontobutis sinensis

description: The circular genomes contained 13 protein-coding genes (PCGs), 2 rRNA genes, 22 transfer RNA genes, and a control region (CR).
DOI: 10.6084/m9.figshare.14707569.v1
title: complete mitochondrial genome of Odontobutis sinensis

description: The circular genomes contained 13 protein-coding genes (PCGs), 2 rRNA genes, 22 transfer RNA genes, and a control region (CR).
DOI: 10.5281/zenodo.4885175
title: Advanced Modeling and Design Methodology for Pavements using Plasticity-Based Shakedown Theory

description: Pavement design is a process intended to find the most economical combination of layer thickness and material type for the pavement, taking into account the properties of the subgrade soil and the traffic to be carried during the service life of the road. The currently prevalent methods of pavement analysis and design, however, are more or less empirical in U.S., which possess the shortcoming that the important type of pavement distress of rutting related to the accumulation of plastic or permanent deformations cannot be effectively considered. This project proposes an exploratory study on the application of the plasticity theory-based shakedown concept to the analysis and design of pavements under repeated loading, with a more realistic incorporation of the roughness impact of the top pavement layer on the dynamic amplification of vehicle loading as well as on the elastic stress responses in the underlying subsoils. Numerical results from the newly developed vehicle-road coupling model show that the total vehicle load amplification factor ranges from 0.88 to 1.16 under different roughness levels and traveling speeds. This indicates the necessity and importance of incorporating the factors of roughness/vehicle speed in the pavement response analysis. Extensive parametric analyses for the shakedown limit show that increases in the pavement cohesion strength and internal friction angle and in the pavement thickness have a positive influence on the calculated shakedown limit value. The analysis results also indicate that there generally exists an optimal Young’s modulus ratio between the pavement and subsoil, for which a maximum shakedown load of the pavement system will be reached. The outcomes of this project on one hand add contributions to the development of a more rational theoretical framework for the pavement design/analysis. On the other hand, the shakedown design approach can prevent the flexible pavement from excessive rutting failure, and hence is of great practical value for prediction/design of the vehicle load, traveling speed, and layer thickness that is required to warrant shakedown state of the pavements (i.e., no excessive rutting) in the long run.
description: Tran-SET Project: 19PLSU09
DOI: 10.5281/zenodo.4885174
title: Advanced Modeling and Design Methodology for Pavements using Plasticity-Based Shakedown Theory

description: Pavement design is a process intended to find the most economical combination of layer thickness and material type for the pavement, taking into account the properties of the subgrade soil and the traffic to be carried during the service life of the road. The currently prevalent methods of pavement analysis and design, however, are more or less empirical in U.S., which possess the shortcoming that the important type of pavement distress of rutting related to the accumulation of plastic or permanent deformations cannot be effectively considered. This project proposes an exploratory study on the application of the plasticity theory-based shakedown concept to the analysis and design of pavements under repeated loading, with a more realistic incorporation of the roughness impact of the top pavement layer on the dynamic amplification of vehicle loading as well as on the elastic stress responses in the underlying subsoils. Numerical results from the newly developed vehicle-road coupling model show that the total vehicle load amplification factor ranges from 0.88 to 1.16 under different roughness levels and traveling speeds. This indicates the necessity and importance of incorporating the factors of roughness/vehicle speed in the pavement response analysis. Extensive parametric analyses for the shakedown limit show that increases in the pavement cohesion strength and internal friction angle and in the pavement thickness have a positive influence on the calculated shakedown limit value. The analysis results also indicate that there generally exists an optimal Young’s modulus ratio between the pavement and subsoil, for which a maximum shakedown load of the pavement system will be reached. The outcomes of this project on one hand add contributions to the development of a more rational theoretical framework for the pavement design/analysis. On the other hand, the shakedown design approach can prevent the flexible pavement from excessive rutting failure, and hence is of great practical value for prediction/design of the vehicle load, traveling speed, and layer thickness that is required to warrant shakedown state of the pavements (i.e., no excessive rutting) in the long run.
description: Tran-SET Project: 19PLSU09
DOI: 10.5281/zenodo.4885228
title: Holistic Network-level Assessment of Pavement Flood Damages

description: After recent catastrophic flood disasters in Louisiana in 2016 and Texas in 2017, roadways in Region 6 areas suffer not only from the flood-inundation, but also from the long-term recovery processes that incur enormous maintenance costs. To assess the impacts of flooding disasters on roadways, various studies have investigated sampled roadway damages with pavement engineering techniques such as a direct damage analysis using cores/bores. However, current methods are time-consuming and labor-intensive. In addition, even though existing methods provide a detailed damage analysis of pavement in a particular location for a particular time period, there is still a large practical knowledge gap in understanding network-level roadway functional/structural damages before-and-after historic flooding as well as assessing flooding impacts on roadways over time. Thus, a holistic perspective and a long-term investigation on roadway damages caused by floods have been rarely addressed, which has resulted in the absence of accurate maintenance cost prediction. The primary objective of this project is to develop a holistic roadway damage assessment method using the flood models and the pavement condition data accumulated over the years. This project also aims to provide a means for Louisiana and Texas (ultimately to all Region 6’s States) to intuitively identify roadway damage patterns at the network level caused by flooding over time as well as predict roadway maintenance tasks. To accomplish the proposed goal, this project examines roadways of parishes and counties in Louisiana and Texas affected by previous flood disasters by using pavement assessment data obtained from the Pavement Management System (PMS) in the Louisiana Department of Transportation and Development (LaDOTD), and the Pavement condition data of the City of Houston. This project is expected to provide a network-level roadway damage assessment and play a pivotal role in reducing the cost of a direct damage analysis such as coring/boring.
description: Tran-SET Project: 19PLSU13
DOI: 10.5281/zenodo.4885227
title: Holistic Network-level Assessment of Pavement Flood Damages

description: After recent catastrophic flood disasters in Louisiana in 2016 and Texas in 2017, roadways in Region 6 areas suffer not only from the flood-inundation, but also from the long-term recovery processes that incur enormous maintenance costs. To assess the impacts of flooding disasters on roadways, various studies have investigated sampled roadway damages with pavement engineering techniques such as a direct damage analysis using cores/bores. However, current methods are time-consuming and labor-intensive. In addition, even though existing methods provide a detailed damage analysis of pavement in a particular location for a particular time period, there is still a large practical knowledge gap in understanding network-level roadway functional/structural damages before-and-after historic flooding as well as assessing flooding impacts on roadways over time. Thus, a holistic perspective and a long-term investigation on roadway damages caused by floods have been rarely addressed, which has resulted in the absence of accurate maintenance cost prediction. The primary objective of this project is to develop a holistic roadway damage assessment method using the flood models and the pavement condition data accumulated over the years. This project also aims to provide a means for Louisiana and Texas (ultimately to all Region 6’s States) to intuitively identify roadway damage patterns at the network level caused by flooding over time as well as predict roadway maintenance tasks. To accomplish the proposed goal, this project examines roadways of parishes and counties in Louisiana and Texas affected by previous flood disasters by using pavement assessment data obtained from the Pavement Management System (PMS) in the Louisiana Department of Transportation and Development (LaDOTD), and the Pavement condition data of the City of Houston. This project is expected to provide a network-level roadway damage assessment and play a pivotal role in reducing the cost of a direct damage analysis such as coring/boring.
description: Tran-SET Project: 19PLSU13
DOI: 10.6084/m9.figshare.13363502.v2
title: Scalable Integration and Querying of Nested Biological Data

description: Raw runtimes for the program performance for burden based analyses, driver gene analysis, and clinical exploratory programs.
DOI: 10.5517/ccdc.csd.cc274vlv
title: CCDC 2060247: Experimental Crystal Structure Determination

description: Related Article: L.A. Malaspina, A. Genoni, D. Jayatilaka, M.J. Turner, K. Sugimoto, E. Nishibori, S. Grabowsky|2021|J.Appl.Crystallogr.|54|718|doi:10.1107/S1600576721001126
DOI: 10.25345/c5jz4n
title: MassIVE MSV000087548 - GNPS Endophytic Streptomyces sp BE18
title: Secondary metabolites extracted from Streptomyces sp BE18 isolated from pine trees. BE18 grown in TSB medium for five days. LC-MS/MS in positive ion mode.
DOI: 10.34740/kaggle/dsv/2291107
title: YouTube Trending Video Dataset (updated daily)
DOI: 10.11577/1785244
title: Structural Study of a Self-Assembled Gold Mesocrystal Grain by Coherent X-ray Diffraction Imaging

description: Please check the README file for more information about the dataset.
DOI: 10.6084/m9.figshare.14707620.v1
title: HORDB data

description: Hormone peptides are secreted by endocrine cells to act on target cells. They serve as signal molecules and play vital roles in the regulation of metabolism, growth and differentiation, etc. They present a unique group of drugs that mimics natural pathways, especially as supplement therapies where deficient on endogenous levels. The first clinically used hormone peptide, insulin, has been used in diabetes for about one hundred years. With the tremendous progress in protein/peptide detection and quantification procedures, the number of hormone peptides has increased dramatically. We constructed HORDB(hordb.cpu-bioinfor.org), a comprehensive database of hormone peptides. The database holds 6025 entries,including 5729 hormone peptides, 40 peptides drugs and 256 marketed preparations of these drugs. Each item has detailed notes, containing basic information, sequence, structure, activity, physics, and literature. We also added IC<sub>50</sub>, EC<sub>50</sub>, ED<sub>50</sub> and information about whether to cross the blood-brain barrier into the activity information annotation. Peptides with a PDB structure display their structure in the database. In addition, HOROB integrates search and sequence analysis to facilitate user browsing and data analysis.
DOI: 10.3886/e141581
title: what do RTW laws do to unions

description: I estimate the effects of RTW laws enacted in six U.S. states starting with Oklahoma in 2001 and ending with Kentucky in 2017. Outcomes of interest include union coverage rate, share of non-members among unionized workers, union wage gaps, and levels of strike activity.
DOI: 10.3886/e141581v1
title: what do RTW laws do to unions

description: I estimate the effects of RTW laws enacted in six U.S. states starting with Oklahoma in 2001 and ending with Kentucky in 2017. Outcomes of interest include union coverage rate, share of non-members among unionized workers, union wage gaps, and levels of strike activity.
DOI: 10.5281/zenodo.4885401
title: Evaluation of Asphalt Mixtures' Resistance to Cement-Treated Base (CTB) Reflective Cracking in the Laboratory

description: The primary objective of this project is to propose a laboratory setup to test and evaluate an asphalt mixture layer on top of a simulated Cement-Treated Base (CTB) layer against reflective cracking. An in-depth literature review on the experimental studies that were conducted throughout the world to investigate the resistance of asphalt mixtures to reflective cracking was conducted. Texas Transportation Institute (TTI) Overlay Tester (OT) was found to be the most appropriate equipment to study thermally-induced reflective cracking in the laboratory, and thereby was selected to be modified and used to assess the performance of asphalt mixtures on top of a pre-cracked CTB layer. Four different asphalt mixtures and two types of stabilized bases were successfully prepared in this study. The reflective cracking performance of the laboratory-produced asphalt mixtures was evaluated using both the modified and conventional OT setup at two different test temperatures. The attempt to modify the conventional OT setup for better mimicking field reflective cracking was unsuccessful because of the inability to establish a bonding between the top and bottom layers of the composite OT specimens. The repeatability of the collected data was acceptable since COVs were below 30%. Results of the conventional OT testing showed that decreasing the test temperature from room to low temperature resulted in the asphalt mixtures to change their behavior from “soft crack-resistant” mixtures to “tough crack resistant” mixtures. On the other hand, no observable effect of changing binder type and RAP content was found when the specimens were tested in conventional OT setup.
description: Tran-SET Project: 19BLSU02
DOI: 10.5281/zenodo.4885400
title: Evaluation of Asphalt Mixtures' Resistance to Cement-Treated Base (CTB) Reflective Cracking in the Laboratory

description: The primary objective of this project is to propose a laboratory setup to test and evaluate an asphalt mixture layer on top of a simulated Cement-Treated Base (CTB) layer against reflective cracking. An in-depth literature review on the experimental studies that were conducted throughout the world to investigate the resistance of asphalt mixtures to reflective cracking was conducted. Texas Transportation Institute (TTI) Overlay Tester (OT) was found to be the most appropriate equipment to study thermally-induced reflective cracking in the laboratory, and thereby was selected to be modified and used to assess the performance of asphalt mixtures on top of a pre-cracked CTB layer. Four different asphalt mixtures and two types of stabilized bases were successfully prepared in this study. The reflective cracking performance of the laboratory-produced asphalt mixtures was evaluated using both the modified and conventional OT setup at two different test temperatures. The attempt to modify the conventional OT setup for better mimicking field reflective cracking was unsuccessful because of the inability to establish a bonding between the top and bottom layers of the composite OT specimens. The repeatability of the collected data was acceptable since COVs were below 30%. Results of the conventional OT testing showed that decreasing the test temperature from room to low temperature resulted in the asphalt mixtures to change their behavior from “soft crack-resistant” mixtures to “tough crack resistant” mixtures. On the other hand, no observable effect of changing binder type and RAP content was found when the specimens were tested in conventional OT setup.
description: Tran-SET Project: 19BLSU02
DOI: 10.5281/zenodo.4885416
title: High-pressure phase stability and thermoelastic properties of iron carbonitrides and nitrogen in the deep Earth

description: Dataset for "High-pressure phase stability and thermoelastic properties of iron carbonitrides and nitrogen in the deep Earth".
DOI: 10.5281/zenodo.4556876
title: High-pressure phase stability and thermoelastic properties of iron carbonitrides and nitrogen in the deep Earth

description: Dataset for "High-pressure phase stability and thermoelastic properties of iron carbonitrides and nitrogen in the deep Earth".
DOI: 10.18112/openneuro.ds003673.v1.0.0
title: Yale Resting State fMRI/Pupillometry: Arousal Study
DOI: 10.34740/kaggle/dsv/2291222
title: Twitter: Trending Tweets per week (updated weekly)
DOI: 10.5281/zenodo.4885407
title: Data for Science paper 2021

description: This Zip file includes data sets of laser PEEM and program for the data analysis.
DOI: 10.5281/zenodo.4885406
title: Data for Science paper 2021

description: This Zip file includes data sets of laser PEEM and program for the data analysis.
DOI: 10.5281/zenodo.4883729
title: Relativistic Frozen Density Embedding calculations of solvent effects on the NMR shielding constants of transition metal nuclei - supplementary data

description: Supplementary data. In the directory <strong>calculations</strong>, we include two subdirectories: <strong>vac</strong> - which includes the data for the systems in vacuo, <strong>complexes</strong> - which includes the data for the complexes.<br> The names of nested subdirectories is self-explanatory.<br>
description: Funding information: The European Regional Development Fund, projects No. ITMS2014+:313011W085, The National Science Centre (Poland) grant 2016/21/B/ST4/03904, the National Science Centre (Poland) grant 2016/23/D/ST4/03217. This research was supported in part by PLGrid Infrastructure.
DOI: 10.5281/zenodo.4883728
title: Relativistic Frozen Density Embedding calculations of solvent effects on the NMR shielding constants of transition metal nuclei - supplementary data

description: Supplementary data. In the directory <strong>calculations</strong>, we include two subdirectories: <strong>vac</strong> - which includes the data for the systems in vacuo, <strong>complexes</strong> - which includes the data for the complexes.<br> The names of nested subdirectories is self-explanatory.<br>
description: Funding information: The European Regional Development Fund, projects No. ITMS2014+:313011W085, The National Science Centre (Poland) grant 2016/21/B/ST4/03904, the National Science Centre (Poland) grant 2016/23/D/ST4/03217. This research was supported in part by PLGrid Infrastructure.
DOI: 10.5517/ccdc.csd.cc280tgl
title: CCDC 2086159: Experimental Crystal Structure Determination

description: Related Article: Yali Hou, Zeyuan Zhang, Lingzhi Ma, Xiaopeng Li, Gang He, Sanliang Ling, Bingbing Shi, and Mingming Zhang|2021|CSD Communication|||
DOI: 10.14469/hpc/7993
title: Me reactant

description: Me reactant