cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.6084/m9.figshare.5197267
title: DC resistance and AC Impedance measurement of GEM 1 at 95 °C

description: DC resistance and AC Impedance measurement of GEM 1 at 95 °C <br><br>
DOI: 10.6084/m9.figshare.5197264
title: Impedance measurement of conductive film

description: Impedance measurement of Paste E at 95 °C<br>
DOI: 10.6084/m9.figshare.5197282.v1
title: DC resistance and AC Impedance measurement of GEM 2 at 95 °C

description: DC resistance and AC Impedance measurement of GEM 2 at 95 °C
DOI: 10.6084/m9.figshare.5197291.v1
title: Phase measurement of GEM 1 paste at 95 °C

description: Phase measurement of GEM 1 paste at 95 °C
DOI: 10.6084/m9.figshare.5197264.v1
title: Impedance measurement of conductive film

description: Impedance measurement of Paste E at 95 °C<br>
DOI: 10.6084/m9.figshare.5197267.v1
title: DC resistance and AC Impedance measurement of GEM 1 at 95 °C

description: DC resistance and AC Impedance measurement of GEM 1 at 95 °C <br><br>
DOI: 10.6084/m9.figshare.5197213
title: Graphical Methods for Sharp Predictions. "Live" Lecture Notes - Amplitudes 2017 Summer School

description: Set of 4 lectures offered to the Amplitudes 2017 Summer School, hosted by the Higgs Center for Theoretical Physics in Edinburgh. Introducing a set of methods relevant for prediction in theories ranging from the absolutely formal to the utterly effective. <br>Lectures:1. Graphs and Ordered Amplitudes2. Multiloop Integrand Verification using Unitarity Cuts3. Multiloop Integrand Construction4. Color-Kinematics<br><br>Broken leg led to projected live-lecture typing in Mathematica, with some minimal cleanup post. Video available at reference link. Primary file is a Mathematica notebook utilizing ampGraphTools an open amplitudes library hosted on GitHub. Secondary file some prepared slides presented 1st and 4th lecture.<br>
DOI: 10.6084/m9.figshare.5197201
title: Rail height effects on safety performance of Midwest Guardrail System

description: <b>Objective</b>: Guardrail heights play a crucial role in the way that errant vehicles interact with roadside barriers. Low rail heights increase the propensity of vehicle rollover and override, whereas excessively tall rails promote underride. Further, rail mounting heights and post embedment depths may be altered by variations in roadside terrain. An increased guardrail height may be desirable to accommodate construction tolerances, soil erosion, frost heave, and future roadway overlays. This study aimed to investigate and identify a maximum safe installation height for the Midwest Guardrail System that would be robust and remain crashworthy before and after pavement overlays. <b>Methods</b>: A research investigation was performed to evaluate the safety performance of increased mounting heights for the standard 787-mm (31-in.)-tall Midwest Guardrail System (MGS) through crash testing and computer simulation. Two full-scale crash tests with small passenger cars were performed on the MGS with top-rail mounting heights of 864 and 914 mm (34 and 36 in.). Test results were then used to calibrate computer simulation models. <b>Results</b>: In the first test, a small car impacted the MGS with 864-mm (34-in.) rail height at 102 km/h (63.6 mph) and 25.0° and was successfully redirected. In the second test, another small car impacted the MGS with a 914-mm (36-in.) rail height at 103 km/h (64.1 mph) and 25.6° and was successful. Both system heights satisfied the <i>Manual for Assessing Safety Hardware (MASH)</i> Test Level 3 (TL-3) evaluation criteria. Test results were then used to calibrate computer simulation models. A mounting height of 36 in. was determined to be the maximum guardrail height that would safely contain and redirect small car vehicles. Simulations confirmed that taller guardrail heights (i.e., 37 in.) would likely result in small car underride. In addition, simulation results indicated that passenger vehicle models were successfully contained by the 34- and 36-in.-tall MGS installed on approach slopes as steep as 6:1. <b>Conclusions</b>: A mounting height of 914 mm (36 in.) was determined to be the maximum guardrail height that would safely contain and redirect 1100C vehicles and not allow underride or excessive vehicle snag on support posts. Recommendations were also provided regarding the safety performance of the MGS with increased height.
DOI: 10.5517/ccdc.csd.cc259bc6
title: CCDC 2004967: Experimental Crystal Structure Determination

description: Related Article: Jonathan Cann, Benjamin Sidney Gelfand, Gregory C. Welch|2020|MSDE|5|1181|doi:10.1039/D0ME00081G
DOI: 10.5517/ccdc.csd.cc259bd7
title: CCDC 2004968: Experimental Crystal Structure Determination

description: Related Article: Jonathan Cann, Benjamin Sidney Gelfand, Gregory C. Welch|2020|MSDE|5|1181|doi:10.1039/D0ME00081G
DOI: 10.6084/m9.figshare.5197201.v2
title: Rail height effects on safety performance of Midwest Guardrail System

description: <b>Objective</b>: Guardrail heights play a crucial role in the way that errant vehicles interact with roadside barriers. Low rail heights increase the propensity of vehicle rollover and override, whereas excessively tall rails promote underride. Further, rail mounting heights and post embedment depths may be altered by variations in roadside terrain. An increased guardrail height may be desirable to accommodate construction tolerances, soil erosion, frost heave, and future roadway overlays. This study aimed to investigate and identify a maximum safe installation height for the Midwest Guardrail System that would be robust and remain crashworthy before and after pavement overlays. <b>Methods</b>: A research investigation was performed to evaluate the safety performance of increased mounting heights for the standard 787-mm (31-in.)-tall Midwest Guardrail System (MGS) through crash testing and computer simulation. Two full-scale crash tests with small passenger cars were performed on the MGS with top-rail mounting heights of 864 and 914 mm (34 and 36 in.). Test results were then used to calibrate computer simulation models. <b>Results</b>: In the first test, a small car impacted the MGS with 864-mm (34-in.) rail height at 102 km/h (63.6 mph) and 25.0° and was successfully redirected. In the second test, another small car impacted the MGS with a 914-mm (36-in.) rail height at 103 km/h (64.1 mph) and 25.6° and was successful. Both system heights satisfied the <i>Manual for Assessing Safety Hardware (MASH)</i> Test Level 3 (TL-3) evaluation criteria. Test results were then used to calibrate computer simulation models. A mounting height of 36 in. was determined to be the maximum guardrail height that would safely contain and redirect small car vehicles. Simulations confirmed that taller guardrail heights (i.e., 37 in.) would likely result in small car underride. In addition, simulation results indicated that passenger vehicle models were successfully contained by the 34- and 36-in.-tall MGS installed on approach slopes as steep as 6:1. <b>Conclusions</b>: A mounting height of 914 mm (36 in.) was determined to be the maximum guardrail height that would safely contain and redirect 1100C vehicles and not allow underride or excessive vehicle snag on support posts. Recommendations were also provided regarding the safety performance of the MGS with increased height.
DOI: 10.6084/m9.figshare.5197204.v1
title: Processed_Data_FullyDevelopedWindTurbineArrayBoundaryLayer_r0

description: Data set taken in a 19 row x 5 column array of model wind turbines. Turbines here are modeled as drag matched porous disks with 0.51 porosity. Disks are 0.25 m in diameter with an incoming boundary layer height of about 0.8 m.Velocity profiles from a pitot tube were obtained in the center column at x/D=6 in the streamwise direction behind each row.
DOI: 10.6084/m9.figshare.5197213.v1
title: Graphical Methods for Sharp Predictions. "Live" Lecture Notes - Amplitudes 2017 Summer School

description: Set of 4 lectures offered to the Amplitudes 2017 Summer School, hosted by the Higgs Center for Theoretical Physics in Edinburgh. Introducing a set of methods relevant for prediction in theories ranging from the absolutely formal to the utterly effective. <br>Lectures:1. Graphs and Ordered Amplitudes2. Multiloop Integrand Verification using Unitarity Cuts3. Multiloop Integrand Construction4. Color-Kinematics<br><br>Broken leg led to projected live-lecture typing in Mathematica, with some minimal cleanup post. Video available at reference link. Primary file is a Mathematica notebook utilizing ampGraphTools an open amplitudes library hosted on GitHub. Secondary file some prepared slides presented 1st and 4th lecture.<br>
DOI: 10.5517/ccdc.csd.cc259bf8
title: CCDC 2004969: Experimental Crystal Structure Determination

description: Related Article: Jonathan Cann, Benjamin Sidney Gelfand, Gregory C. Welch|2020|MSDE|5|1181|doi:10.1039/D0ME00081G
DOI: 10.6084/m9.figshare.5197201.v1
title: Rail Height Effects on Safety Performance of Midwest Guardrail System

description: <b>Objective</b>: Guardrail heights play a crucial role in the way that errant vehicles interact with roadside barriers. Low rail heights increase the propensity of vehicle rollover and override, while excessively-tall rails promote underride. Further, rail mounting heights and post embedment depths may be altered by variations in roadside terrain. An increased guardrail height may be desirable to accommodate construction tolerances, soil erosion, frost heave, and future roadway overlays. This study aimed to investigate and identify a maximum safe installation height for the Midwest Guardrail System, which would be robust and remain crashworthy before and after pavement overlays. <b>Methods</b>: A research investigation was performed to evaluate the safety performance of increased mounting heights for the standard 787-mm (31-in.) tall, Midwest Guardrail System (MGS) through crash testing and computer simulation. Two full-scale crash tests with small passenger cars were performed on the MGS with top-rail mounting heights of 864 mm and 914 mm (34 in. and 36 in.). Test results were then used to calibrate computer simulation models. <b>Results</b>: In first test, a small car impacted the MGS with 864-mm (34-in.) rail height at 102 km/h (63.6 mph) and 25.0 degrees and was successfully redirected. In second test, another small car impacted the MGS with a 914-mm (36-in.) rail height at 103 km/h (64.1 mph) and 25.6 degrees and was successful. Both system heights satisfied the Manual for Assessing Safety Hardware (MASH) Test Level 3 (TL-3) evaluation criteria. Test results were then used to calibrate computer simulation models. A mounting height of 36 in. was determined to be the maximum guardrail height that would safety contain and redirect small car vehicles. Simulations confirmed that taller guardrail heights (i.e., 37 in.) would likely result in small car underride. Also, simulation results indicated that passenger vehicle models were successfully contained by the 34-in and 36-in. tall MGS installed on approach slopes as steep as 6:1. <b>Conclusions</b>: A mounting height of 914 mm (36 in.) was determined to be the maximum guardrail height that would safety contain and redirect 1100C vehicles and not allow underride or excessive vehicle snag on support posts. Recommendations were also provided regarding the safety performance of the increased-height MGS.
DOI: 10.5517/ccdc.csd.cc25b3rd
title: CCDC 2005723: Experimental Crystal Structure Determination

description: Related Article: Li-Ting Cheng, Sheng-Qi Luo, Bor-Cherng Hong, Chia-Ling Chen, Wen-Shan Li, Gene-Hsiang Lee|2020|Org.Biomol.Chem.|18|6247|doi:10.1039/D0OB01298J
DOI: 10.5517/ccdc.csd.cc25b3sf
title: CCDC 2005724: Experimental Crystal Structure Determination

description: Related Article: Li-Ting Cheng, Sheng-Qi Luo, Bor-Cherng Hong, Chia-Ling Chen, Wen-Shan Li, Gene-Hsiang Lee|2020|Org.Biomol.Chem.|18|6247|doi:10.1039/D0OB01298J
DOI: 10.5517/ccdc.csd.cc25b3vh
title: CCDC 2005726: Experimental Crystal Structure Determination

description: Related Article: Li-Ting Cheng, Sheng-Qi Luo, Bor-Cherng Hong, Chia-Ling Chen, Wen-Shan Li, Gene-Hsiang Lee|2020|Org.Biomol.Chem.|18|6247|doi:10.1039/D0OB01298J
DOI: 10.6084/m9.figshare.5197123
title: POLAR UVI images

description: Permanent FTP link at cdaweb.gsfc.nasa.gov and instructions for downloading and pre-processing of POLAR UVI images used in the papers "Data-derived optimization of sensitivity requirements for upcoming auroral imaging missions" by Eric Donovan, Vadim Uritsky, Craig Unick, and Vladimir Troyan (JGR, 2017)<br>
DOI: 10.5517/ccdc.csd.cc25bmx2
title: CCDC 2006224: Experimental Crystal Structure Determination

description: Related Article: Ranjay Shaw, Ismail Althagafi, Amr Elagamy, Reeta Rai, Chandan Shah, Vishal Nemaysh, Harpreet Singh, Ramendra Pratap|2020|Org.Biomol.Chem.|18|6276|doi:10.1039/D0OB01318H
DOI: 10.5517/ccdc.csd.cc25bmy3
title: CCDC 2006225: Experimental Crystal Structure Determination

description: Related Article: Ranjay Shaw, Ismail Althagafi, Amr Elagamy, Reeta Rai, Chandan Shah, Vishal Nemaysh, Harpreet Singh, Ramendra Pratap|2020|Org.Biomol.Chem.|18|6276|doi:10.1039/D0OB01318H
DOI: 10.5517/ccdc.csd.cc25fz0m
title: CCDC 2009420: Experimental Crystal Structure Determination

description: Related Article: Gianpiero Cera, Davide Balestri, Margherita Bazzoni, Luciano Marchiò, Andrea Secchi, Arturo Arduini|2020|Org.Biomol.Chem.|18|6241|doi:10.1039/D0OB01319F
DOI: 10.5517/ccdc.csd.cc25kc8d
title: CCDC 2012683: Experimental Crystal Structure Determination

description: Related Article: Xueling Song, Chengdong Peng, Xiaoxiang Xu, Jinlin Yin, Honghan Fei|2020|Chem.Commun.|56|10078|doi:10.1039/D0CC04473C
DOI: 10.6084/m9.figshare.5197030
title: Portal Predictions

description: This is an archived fileset of forecast predictions made for the rodent populations at the Portal Project - a long-term study in the Chihuahuan Desert of Arizona. <br>
DOI: 10.6084/m9.figshare.5197123.v1
title: P(OLAR UVI images - downloading instructions

description: Web link and instructions for downloading and pre-processing of POLAR UVI images used in the paper "Data-derived optimization of sensitivity requirements for upcoming auroral imaging missions" by Eric Donovan, Vadim Uritsky, Craig Unick, and Vladimir Troyan (JGR, 2017)<br>
DOI: 10.6084/m9.figshare.5197030.v1
title: Portal Predictions

description: This is an archived fileset of forecast predictions made for the rodent populations at the Portal Project - a long-term study in the Chihuahuan Desert of Arizona. <br>
DOI: 10.6084/m9.figshare.5196907
title: Test title

description: description of test
DOI: 10.6084/m9.figshare.5196904
title: Benzoates intakes from non-alcoholic beverages in Brazil, Canada, Mexico and the United States

description: Food consumption data from national dietary surveys were combined with brand-specific-use levels reported by beverage manufacturers to calculate the exposure to benzoic acid and its salts (INS Nos 210–213) from non-alcoholic beverages in Brazil, Canada, Mexico and the United States. These four jurisdictions were identified as having some of the most prevalent use of benzoates in beverages globally. Use levels were weighted according to the brand’s market volume share in the respective countries. Benzoates were reported to be used primarily in ‘water-based flavoured drinks’ (Codex General Standard for Food Additives (GSFA) category 14.1.4). As such, the assessments focused only on intakes from these beverage types. Two different models were established to determine exposure: probabilistic (representing non-brand loyal consumers) and distributional (representing brand-loyal consumers). All reported-use levels were incorporated into both models, including those above the Codex <i>interim</i> maximum benzoate use level (250 mg kg<sup>−1</sup>). The exception to this was in the brand-loyal models for consumers of regular carbonated soft drinks (brand loyal category) which used (1) the <i>interim</i> maximum use level for beverages with a pH ≤ 3.5 and (2) all reported use levels for beverages pH &gt; 3.5 (up to 438 mg kg<sup>-1</sup>). The estimated exposure levels using both models were significantly lower than the ADI established for benzoates at the mean level of intake (4–40% ADI) and lower than – or at the ADI only for toddlers/children – at the 95th percentile (23–110% ADI). The results rendered in the models do not indicate a safety concern in these jurisdictions, and as such provide support for maintaining the current Codex <i>interim</i> maximum benzoate level of 250 mg kg<sup>−1</sup> in water-based beverages.
DOI: 10.6084/m9.figshare.5196907.v1
title: Test title

description: description of test
DOI: 10.6084/m9.figshare.5196904.v1
title: Benzoates intakes from non-alcoholic beverages in Brazil, Canada, Mexico and the United States

description: Food consumption data from national dietary surveys were combined with brand-specific-use levels reported by beverage manufacturers to calculate the exposure to benzoic acid and its salts (INS Nos 210–213) from non-alcoholic beverages in Brazil, Canada, Mexico and the United States. These four jurisdictions were identified as having some of the most prevalent use of benzoates in beverages globally. Use levels were weighted according to the brand’s market volume share in the respective countries. Benzoates were reported to be used primarily in ‘water-based flavoured drinks’ (Codex General Standard for Food Additives (GSFA) category 14.1.4). As such, the assessments focused only on intakes from these beverage types. Two different models were established to determine exposure: probabilistic (representing non-brand loyal consumers) and distributional (representing brand-loyal consumers). All reported-use levels were incorporated into both models, including those above the Codex <i>interim</i> maximum benzoate use level (250 mg kg<sup>−1</sup>). The exception to this was in the brand-loyal models for consumers of regular carbonated soft drinks (brand loyal category) which used (1) the <i>interim</i> maximum use level for beverages with a pH ≤ 3.5 and (2) all reported use levels for beverages pH &gt; 3.5 (up to 438 mg kg<sup>-1</sup>). The estimated exposure levels using both models were significantly lower than the ADI established for benzoates at the mean level of intake (4–40% ADI) and lower than – or at the ADI only for toddlers/children – at the 95th percentile (23–110% ADI). The results rendered in the models do not indicate a safety concern in these jurisdictions, and as such provide support for maintaining the current Codex <i>interim</i> maximum benzoate level of 250 mg kg<sup>−1</sup> in water-based beverages.
DOI: 10.6084/m9.figshare.5196268
title: aux vectors

description: auxiliary data
DOI: 10.6084/m9.figshare.5196268.v1
title: aux vectors

description: auxiliary data
DOI: 10.6084/m9.figshare.5195710
title: ARC_DATA.xlsx

description: Unfolding and Refolding Rips Dataset of the mechanical unfolding of ARC-L1-ARC protein. <br>Paper Title: <b>The Energy Cost of Polypeptide Knot Formation and its Folding Consequences</b>
DOI: 10.6084/m9.figshare.5195713
title: Code files for the protein half-life prediction

description: These are the files written in R to analyze the data sets.<br>Each file has a description on top about how to run the<br>files. For intrinsically disordered sequence analysis, please follow the link below:<br><br>http://iupred.enzim.hu/Downloads.php<br>
DOI: 10.6084/m9.figshare.5195605
title: Nd, Sm, and Sr isotope data. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.7: Nd, Sm, and Sr isotope data
DOI: 10.6084/m9.figshare.5195713.v2
title: Code files for the protein half-life prediction

description: These are the files written in R to analyze the data sets.<br>Each file has a description on top about how to run the<br>files. For intrinsically disordered sequence analysis, please follow the link below:<br><br>http://iupred.enzim.hu/Downloads.php<br>
DOI: 10.6084/m9.figshare.5195713.v1
title: In_vitro_in_vivo_protein_data_collection.R

description: These are the files written in R to analyze the data sets.<br>Each file has a description on top about how to run the<br>files. For intrinsically disordered sequence analysis, please follow the link below:<br><br>http://iupred.enzim.hu/Downloads.php<br>
DOI: 10.6084/m9.figshare.5195605.v1
title: Nd, Sm, and Sr isotope data. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.7: Nd, Sm, and Sr isotope data
DOI: 10.6084/m9.figshare.5195596
title: Zircon standard data. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.1. Zircon standard data
DOI: 10.6084/m9.figshare.5195710.v1
title: ARC_DATA.xlsx

description: Unfolding and Refolding Rips Dataset of the mechanical unfolding of ARC-L1-ARC protein. <br>Paper Title: <b>The Energy Cost of Polypeptide Knot Formation and its Folding Consequences</b>
DOI: 10.6084/m9.figshare.5195593
title: MC-LA-ICP-MS zircon Hf isotope compositions. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.6: MC-LA-ICP-MS zircon Hf isotope compositions
DOI: 10.6084/m9.figshare.5195584
title: Summary of zircon properties. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.4: Summary of zircon properties
DOI: 10.6084/m9.figshare.5195590
title: Whole-rock geochemical data. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.2: Whole-rock geochemical data for Dabolava Suite samples analysed in this study.
DOI: 10.6084/m9.figshare.5195587
title: SHRIMP II oxygen isotope results from zircon. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.5: SHRIMP II oxygen isotope results from zircon
DOI: 10.6084/m9.figshare.5195596.v1
title: Zircon standard data. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.1. Zircon standard data
DOI: 10.6084/m9.figshare.5195587.v1
title: SHRIMP II oxygen isotope results from zircon. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.5: SHRIMP II oxygen isotope results from zircon
DOI: 10.6084/m9.figshare.5195590.v1
title: Whole-rock geochemical data. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.2: Whole-rock geochemical data for Dabolava Suite samples analysed in this study.
DOI: 10.6084/m9.figshare.5195563
title: Статьи по экономике и финансам

description: Цикл работ по экономике и финансам, социально-экономической эффективности производства
DOI: 10.6084/m9.figshare.5195581
title: U–Pb Data. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.3. U–Pb Data
DOI: 10.6084/m9.figshare.5195584.v1
title: Summary of zircon properties. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.4: Summary of zircon properties
DOI: 10.6084/m9.figshare.5195581.v1
title: U–Pb Data. Stenian–Tonian arc magmatism in west–central Madagascar: the genesis of the Dabolava Suite

description: Table A.3. U–Pb Data
DOI: 10.6084/m9.figshare.5195563.v1
title: Статьи по экономике и финансам

description: Цикл работ по экономике и финансам, социально-экономической эффективности производства