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

description: A dataset containing 0 species occurrences available in GBIF matching the query:
{
 "and" : [
 {
 "and" : [
 "HasGeospatialIssue is false",
 "HasCoordinate is true",
 "OccurrenceStatus is Present",
 {
 "not" : {
 "BasisOfRecord" : [
 "is one of (Fossil, Living Specimen)"
 ]
 }
 }
 ]
 },
 "SpeciesKey is Mogrus frontosus (Simon, 1871)",
 "Year is greater than or equal to 2004",
 "Year is less than or equal to 2023"
 ]
}

 The dataset includes 0 records from 0 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0094262-240626123714530/datasets/export for details.
DOI: 10.15468/dl.pq4wye
title: Occurrence Download

description: A dataset containing 1 species occurrences available in GBIF matching the query:
{
 "and" : [
 {
 "and" : [
 "HasGeospatialIssue is false",
 "HasCoordinate is true",
 "OccurrenceStatus is Present",
 {
 "not" : {
 "BasisOfRecord" : [
 "is one of (Fossil, Living Specimen)"
 ]
 }
 }
 ]
 },
 "SpeciesKey is Bembidion maculatum Dejean, 1831",
 "Year is greater than or equal to 2004",
 "Year is less than or equal to 2023"
 ]
}

 The dataset includes 1 records from 1 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0094263-240626123714530/datasets/export for details.
 
Data from some individual datasets included in this download may be licensed under less restrictive terms.
DOI: 10.15468/dl.64qz3j
title: Occurrence Download

description: A dataset containing 87 species occurrences available in GBIF matching the query:
{
 "and" : [
 "OccurrenceStatus is Present",
 "TaxonKey is Castanopsis concinna (Champ. ex Benth.) A.DC."
 ]
}

 The dataset includes 87 records from 15 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0094264-240626123714530/datasets/export for details.
 
Data from some individual datasets included in this download may be licensed under less restrictive terms.
DOI: 10.15468/dl.yn8dkh
title: Occurrence Download

description: A dataset containing 38524 species occurrences available in GBIF matching the query:
{
 "and" : [
 "Geometry POLYGON((-74.99752 3.77637,-75.20552 3.71922,-75.34118 3.66808,-75.45272 3.59588,-75.45875 3.47251,-75.40448 3.35816,-75.41956 3.31335,-75.33515 3.08761,-75.35625 2.9973,-75.28089 2.9672,-75.16633 3.00633,-75.00016 3.20388,-74.81627 3.54694,-74.98586 3.71212,-74.99752 3.77637))",
 "HasGeospatialIssue is false",
 "OccurrenceStatus is Present"
 ]
}

 The dataset includes 38524 records from 134 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0094257-240626123714530/datasets/export for details.
 
Data from some individual datasets included in this download may be licensed under less restrictive terms.
DOI: 10.15468/dl.cgjzsn
title: Occurrence Download

description: A dataset containing 557 species occurrences available in GBIF matching the query:
{
 "and" : [
 {
 "and" : [
 "HasGeospatialIssue is false",
 "HasCoordinate is true",
 "OccurrenceStatus is Present",
 {
 "not" : {
 "BasisOfRecord" : [
 "is one of (Fossil, Living Specimen)"
 ]
 }
 }
 ]
 },
 "SpeciesKey is Clubiona subtilis L.Koch, 1867",
 "Year is greater than or equal to 2004",
 "Year is less than or equal to 2023"
 ]
}

 The dataset includes 557 records from 87 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0094265-240626123714530/datasets/export for details.
 
Data from some individual datasets included in this download may be licensed under less restrictive terms.
DOI: 10.15468/dl.drzfqq
title: Occurrence Download

description: A dataset containing 0 species occurrences available in GBIF matching the query:
{
 "and" : [
 {
 "and" : [
 "HasGeospatialIssue is false",
 "HasCoordinate is true",
 "OccurrenceStatus is Present",
 {
 "not" : {
 "BasisOfRecord" : [
 "is one of (Fossil, Living Specimen)"
 ]
 }
 }
 ]
 },
 "SpeciesKey is Ossinissa justoi (Wunderlich, 1992)",
 "Year is greater than or equal to 2004",
 "Year is less than or equal to 2023"
 ]
}

 The dataset includes 0 records from 0 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0094266-240626123714530/datasets/export for details.
DOI: 10.15468/dl.r7njn4
title: Occurrence Download

description: A dataset containing 0 species occurrences available in GBIF matching the query:
{
 "and" : [
 {
 "and" : [
 "HasGeospatialIssue is false",
 "HasCoordinate is true",
 "OccurrenceStatus is Present",
 {
 "not" : {
 "BasisOfRecord" : [
 "is one of (Fossil, Living Specimen)"
 ]
 }
 }
 ]
 },
 "SpeciesKey is Mogrus canescens (C.L.Koch, 1846)",
 "Year is greater than or equal to 2004",
 "Year is less than or equal to 2023"
 ]
}

 The dataset includes 0 records from 0 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0094269-240626123714530/datasets/export for details.
DOI: 10.15468/dl.rbb7zf
title: Occurrence Download

description: A dataset containing 0 species occurrences available in GBIF matching the query:
{
 "and" : [
 "TaxonKey is one of (Paccius quadridentatus Simon, 1898)",
 "OccurrenceStatus is Present",
 "Year is greater than or equal to 2000",
 "BasisOfRecord is one of (Human Observation, Observation, Machine Observation)",
 "HasCoordinate is true",
 "HasGeospatialIssue is false",
 {
 "or" : [
 "CoordinateUncertaintyInMeters is less than 100",
 "CoordinateUncertaintyInMeters is null"
 ]
 }
 ]
}

 The dataset includes 0 records from 0 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0094268-240626123714530/datasets/export for details.
DOI: 10.6084/m9.figshare.26799118
title: Climate change adaptation - Serious game intervention

description: This intervention study evaluates the serious game Klim:S21 (www.klims21.rgeo.de). 722 young pupils between 13 and 20 years old took part in workshops embedding the game. We address its effect on <i>objective</i> and <i>subjective</i> <i>knowledge</i> about CCA and constructs based on a modified Protection Motivation Theory: <i>risk perception</i> and <i>fear</i> (risk appraisals), <i>trust in actors</i> and <i>measures </i>of CCA (coping appraisals), as well as <i>adaptive</i> and <i>maladaptive reactions</i>.
DOI: 10.15468/dl.snb24c
title: Occurrence Download

description: A dataset containing 1130 species occurrences available in GBIF matching the query:
{
 "and" : [
 {
 "and" : [
 "HasGeospatialIssue is false",
 "HasCoordinate is true",
 "OccurrenceStatus is Present",
 {
 "not" : {
 "BasisOfRecord" : [
 "is one of (Fossil, Living Specimen)"
 ]
 }
 }
 ]
 },
 "SpeciesKey is Bembidion atrocaeruleum (Stephens, 1828)",
 "Year is greater than or equal to 2004",
 "Year is less than or equal to 2023"
 ]
}

 The dataset includes 1130 records from 38 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0094271-240626123714530/datasets/export for details.
 
Data from some individual datasets included in this download may be licensed under less restrictive terms.
DOI: 10.4125/pd0032th
title: Metal-Free Electrocyclization at Ambient Temperature: Synthesis of 1-Arylcarbazoles

description: An efficient novel protocol for the construction of an hyellazole-inspired compound collection is described. Starting from 2,6-diarylacetanilides, the desired products were obtained using hypervalent iodine promoted electrocyclization. The mechanism of product formation was investigated through intramolecular competition experiments.
DOI: 10.4125/pd0033th
title: A Novel and Highly Regioselective Route to Construct Methylthio-Substituted Pyridazines from Aryl Methyl Ketones at Room Temperature

description: A novel and highly regioselective two-step homocoupling/cyclization procedure from easily available aryl methyl ketones and hydrazine hydrate was developed for the synthesis of methylthio-substituted pyridazines at room temperature. The method has remarkable advantages owing to the simple substrates, mild reaction conditions, ease of manipulation, good yields and high ­regioselectivity.
DOI: 10.4231/d3wh2dd5w
title: Full-Scale Metal Building Frame with Metal Panel Sidewalls

description: Typical Metal Building System Frames with Metal Panel Sidewalls

This full-scale metal building specimen is the first in a series of specimens for shake-table testing.  This specimen has a 20' eave height, 60' clear span, and 18' bay width (representing 20').  It is composed of two, steel, built-up, web-tapered, gabled moment resisting frames and a typical gravity system.  It also has metal panel sidewalls, representing the majority of metal building systems in operation.  This specimen represents two interior bays of a 60' clear span, 20' bay width building and as such has no end walls.  Extra weight was added at the roof in the form of long plates above each frame to account for the missing tributary mass.

The specimen was designed to meet the current (2009) building code requirements.  It was designed for typical roof loads, including 30 psf snow, 80 mph wind loads, and seismic loads from a high seismic region.  

Shake table testing proceeded with several low-level ground motions to characterize the elastic behavior of the specimen followed by incrementally larger seismic motions to investigate limit states.  Testing continued until it was determined unsafe to continue.  System collapse was not observed.  Many sensors were placed on the specimen to allow investigation of both elastic and inelastic behavior.
DOI: 10.4231/d3rr1pm1r
title: Full-Scale Metal Building Frame with Heavy Wall Attachments

description: This full-scale metal building specimen is the second in a series of specimens for shake-table testing.  This specimen has a 20' eave height, 60' clear span, and 18' bay width (representing 20').  It is composed of two, steel, built-up, web-tapered, gabled moment resisting frames and a typical gravity system.  It also has heavy concrete sidewalls, representing a common yet potentially unsafe building type in use in the U.S. This specimen represents two interior bays of a 60' clear span, 20' bay width building and as such has no end walls.  Extra weight was added at the roof in the form of long plates above each frame to account for the missing tributary mass.

The specimen was designed to meet the current (2009) building code requirements.  It was designed for typical roof loads, including 30 psf snow, 80 mph wind loads, and seismic loads from a high seismic region.  

Shake table testing proceeded with several low-level ground motions to characterize the elastic behavior of the specimen followed by incrementally larger seismic motions to investigate limit states.  Testing continued until it was determined unsafe to continue.  System collapse was not observed.  Many sensors were placed on the specimen to allow investigation of both elastic and inelastic behavior.
DOI: 10.4231/d3n00zs79
title: Full-Scale Metal Building Frame with Heavy Wall Attachment and Mezzanine

description: This full-scale metal building specimen is the third and last in a series of specimens for shake-table testing.  This specimen has a 20' eave height, 60' clear span, and 18' bay width (representing 20').  It is composed of two, steel, built-up, web-tapered, gabled moment resisting frames and a typical gravity system.  It has an unsymmetric layout consisting of a heavy concrete tilt-up wall at one side and a heavy mezzanine attachment with a metal panel sidewall at the other.  This specimen represents two interior bays of a 60' clear span, 20' bay width building and as such has no end walls.  Extra weight was added at the roof in the form of long plates above each frame to account for the missing tributary mass.

The specimen was designed to meet the current (2009) building code requirements.  It was designed for typical roof loads, including 30 psf snow, 80 mph wind loads, and seismic loads from a high seismic region.  This specimen was also purposefully designed to meet the AISC 2005 Chapter B width-to-thickness limits for compact flanges for flexure for the members adjacent to the knee connections.

Shake table testing proceeded with several low-level ground motions to characterize the elastic behavior of the specimen followed by incrementally larger seismic motions to investigate limit states.  Testing continued until it was determined unsafe to continue.  System collapse was not observed.  Many sensors were placed on the specimen to allow investigation of both elastic and inelastic behavior.
DOI: 10.5255/ukda-sn-6846-4
title: International Passenger Survey, 2011
DOI: 10.5255/ukda-sn-7036-1
title: Labour Force Survey Two-Quarter Longitudinal Dataset, October 2011 - March 2012
DOI: 10.5255/ukda-sn-7035-1
title: Labour Force Survey Five-Quarter Longitudinal Dataset, January 2011 - March 2012
DOI: 10.4231/d3tm72084
title: Large Scale Testing Phase 3: Multi-Site Testing with (2)MRD's on First Floor UIUC and (2)MRD's on Second Floor Lehigh

description: Tests were conducted with two MRD's(MR Damper) were placed on the first floor at UIUC and also at two at the second the floor at Lehigh. Physical Models were generated on one floor at one site, while other site provided second floor numerical models. States that the tests were conducted were passive off, passive on and semi-active.
DOI: 10.4231/d3zc7rt23
title: Large Scale Testing Phase 2: Multi-Site Test with Single Damper on 1st floor

description: Testing was conducted with physical models being at a certain location, either UIUC or Leihigh. Numerical models were generated at the other other site. States the tests were conducted in were Passive Off, Passive On and Semi-Active.
DOI: 10.5255/ukda-sn-6986-1
title: Health Survey for England, 2010
DOI: 10.4231/d3sq8qh1f
title: Seismic Behavior of Modern Reinforced Concrete Structural Walls (Specimen PW3)

description: A series of four experiments were conducted to study the behavior of planar reinforced concrete walls representative of modern buildings in seismic zones. Tests were designed per the ACI 318 building code. Demands on the wall simulated earthquake loads expected to occur in mid-rise buildings. The test specimens simulated the lower three stories of a ten-story wall, with demands at the third floor boundary selected to simulate the loads in the upper seven stories. The four tests investigated the following parameters: i) shear demand, accomplished by varying the simulated load distribution of the wall, ii) reinforcement layout, with longitudinal reinforcement concentrated in boundary elements or distributed evenly along the length of the wall, and iii) the use of lap splices in the expected plastic hinge region of the wall. Experiment 2 is considered the reference specimen. Each of the other specimens is altered from Experiment 2 for one of the parameters listed.

Experiment 3 is described by the following:
* Uniform longitudinal reinforcement distribution.
* Uniform lateral load distribution (effective height = 0.50H)
* Spliced longitudinal reinforcement at base of wall.
DOI: 10.4231/d36w9681x
title: Small Scale Testing - Phase 3: Multi Site Test (2 MR Dampers)

description: Test conducted with physical damper(s) at a location with numerical model generated at other site, conducted in three states, passive on, passive off and semi-active. Both sites ran equal sets in equal states, therefore trials will reflect data accordingly.
DOI: 10.4231/d3348gf7g
title: Large Scale Testing - Phase 1: Single Site Test

description: Single site tests were conducted at both UIUC and Lehigh. Tests were conducted with MR dampers located on the first and second floors of the 3-story building. The MR dampers were operated in Passive Off, Passive On and SemiActive.
DOI: 10.4231/d3nz80p72
title: Seismic Behavior of Modern Reinforced Concrete Structural Walls (Specimen PW4)

description: A series of four experiments were conducted to study the behavior of planar reinforced concrete walls representative of modern buildings in seismic zones. Tests were designed per the ACI 318 building code. Demands on the wall simulated earthquake loads expected to occur in mid-rise buildings. The test specimens simulated the lower three stories of a ten-story wall, with demands at the third floor boundary selected to simulate the loads in the upper seven stories. The four tests investigated the following parameters: i) shear demand, accomplished by varying the simulated load distribution of the wall, ii) reinforcement layout, with longitudinal reinforcement concentrated in boundary elements or distributed evenly along the length of the wall, and iii) the use of lap splices in the expected plastic hinge region of the wall. Experiment 2 is considered the reference specimen. Each of the other specimens is altered from Experiment 2 for one of the parameters listed.

Experiment 4 is described by the following:
* Boundary element longitudinal reinforcement distribution.
* Uniform lateral load distribution (effective height = 0.50H)
* Continuous longitudinal reinforcement.
DOI: 10.5061/dryad.2d47603t
title: Data from: RNaseIII and T4 Polynucleotide Kinase sequence biases and solutions during RNA-seq library construction
DOI: 10.5255/ukda-sn-6987-1
title: Scottish Health Survey, 2010
DOI: 10.6096/hymex.medar/medatlas-ii.20120112
title: MEDAR/MEDATLAS-II

description: new climatology of ocean temperature, salinity and density using hodrogaphy data set. They are interpolated at 25 standard vertical levels and on a 0.2°x0.2° grid by a Variational Inverse Model (VIM). In addition, moving temporal Gaussian running windows of 3, 5 and 10 years were used to obtain 3-year, pentadal and decadal variability for each standard level and month. In addition, associated statistical error map for individual horizontal fields were obtained from the VIM, by statistical analogy with optimal interpolation and Monte-Carlo approach.
			This product offers a 50-year climatology from 1945 to 2002 of the Mediterranean sea.
DOI: 10.5255/ukda-sn-7002-1
title: Integrated Household Survey, October 2010 - September 2011: Special Licence Access
DOI: 10.5255/ukda-sn-6992-1
title: ONS Opinions Survey, Disability Monitoring Module, January, February and March 2010: Special Licence Access
DOI: 10.5439/1046199
title: ARM: Ka-Band Scanning ARM Cloud Radar (KASACR) RHI scans, which can vary in elevation range and azimuth

description: Ka-Band Scanning ARM Cloud Radar (KASACR) RHI scans, which can vary in elevation range and azimuth
DOI: 10.5439/1046192
title: ARM: Integrated Sounding System (ISS): meteorological data vertical profile, 10-s resolution

description: Integrated Sounding System (ISS): meteorological data vertical profile, 10-s resolution
DOI: 10.5439/1046194
title: ARM: Ka-Band Scanning ARM Cloud Radar (KASACR) Boundary Layer RHI Scan

description: Ka-Band Scanning ARM Cloud Radar (KASACR) Boundary Layer RHI Scan
DOI: 10.5439/1046212
title: ARM: Optical Rain Gauge measurements: precipitation rate and accumulation

description: Optical Rain Gauge measurements: precipitation rate and accumulation
DOI: 10.5439/1046191
title: ARM: Integrated Sounding System (ISS): meteorological data vertical profile

description: Integrated Sounding System (ISS): meteorological data vertical profile
DOI: 10.5439/1046196
title: ARM: Ka-Band Scanning ARM Cloud Radar (KASACR) Cross-Wind RHI Scan

description: Ka-Band Scanning ARM Cloud Radar (KASACR) Cross-Wind RHI Scan
DOI: 10.5439/1046198
title: ARM: Ka-Band Scanning ARM Cloud Radar (KASACR) PPI

description: Ka-Band Scanning ARM Cloud Radar (KASACR) PPI
DOI: 10.5439/1046206
title: ARM: Ten Meter Tower: meteorological data, 2 and 6 m, 1-min avg

description: Ten Meter Tower: meteorological data, 2 and 6 m, 1-min avg
DOI: 10.5439/1046200
title: ARM: Ka-Band Scanning ARM Cloud Radar (KASACR) Solar Transversal Scan

description: Ka-Band Scanning ARM Cloud Radar (KASACR) Solar Transversal Scan
DOI: 10.5439/1046203
title: ARM: Ka ARM Zenith Radar (KAZR): boundary layer mode

description: Ka ARM Zenith Radar (KAZR): boundary layer mode
DOI: 10.5439/1046204
title: ARM: Ka ARM Zenith Radar (KAZR): filtered spectral data, Boundary Layer mode, co-polarized mode

description: Ka ARM Zenith Radar (KAZR): filtered spectral data, Boundary Layer mode, co-polarized mode
DOI: 10.5439/1046205
title: ARM: Ka ARM Zenith Radar (KAZR): filtered spectral data, Boundary Layer mode, cross-polarized mode

description: Ka ARM Zenith Radar (KAZR): filtered spectral data, Boundary Layer mode, cross-polarized mode
DOI: 10.5439/1046193
title: ARM: Ka-Band Scanning ARM Cloud Radar (KASACR) Along-Wind RHI Scan

description: Ka-Band Scanning ARM Cloud Radar (KASACR) Along-Wind RHI Scan
DOI: 10.5439/1046195
title: ARM: Ka-Band Scanning ARM Cloud Radar (KASACR) Corner Reflector RHI scan

description: Ka-Band Scanning ARM Cloud Radar (KASACR) Corner Reflector RHI scan
DOI: 10.15156/bio/sh0911988.09fu
title: SH0911988.09FU

description: UNITE provides a unified way for delimiting, identifying, communicating, and working with DNA-based Species Hypotheses (SH). All fungal ITS sequences in the international nucleotide sequence databases are clustered to approximately the species level by applying a set of dynamic distance values (<0.5 - 3.0%). All species hypotheses are given a unique, stable name in the form of a DOI, and their taxonomic and ecological annotations are verified through distributed, web-based third-party annotation efforts. SHs are connected to a taxon name and its classification as far as possible (phylum, class, order, etc.) by taking into account identifications for all sequences in the SH. An automatically or manually designated sequence is chosen to represent each such SH. These sequences are released (https://unite.ut.ee/repository.php) for use by the scientific community in, for example, local sequence similarity searches and next-generation sequencing analysis pipelines. The system and the data are updated automatically as the number of public fungal ITS sequences grows.
DOI: 10.15156/bio/sh0911989.09fu
title: SH0911989.09FU

description: UNITE provides a unified way for delimiting, identifying, communicating, and working with DNA-based Species Hypotheses (SH). All fungal ITS sequences in the international nucleotide sequence databases are clustered to approximately the species level by applying a set of dynamic distance values (<0.5 - 3.0%). All species hypotheses are given a unique, stable name in the form of a DOI, and their taxonomic and ecological annotations are verified through distributed, web-based third-party annotation efforts. SHs are connected to a taxon name and its classification as far as possible (phylum, class, order, etc.) by taking into account identifications for all sequences in the SH. An automatically or manually designated sequence is chosen to represent each such SH. These sequences are released (https://unite.ut.ee/repository.php) for use by the scientific community in, for example, local sequence similarity searches and next-generation sequencing analysis pipelines. The system and the data are updated automatically as the number of public fungal ITS sequences grows.
DOI: 10.15156/bio/sh0911990.09fu
title: SH0911990.09FU

description: UNITE provides a unified way for delimiting, identifying, communicating, and working with DNA-based Species Hypotheses (SH). All fungal ITS sequences in the international nucleotide sequence databases are clustered to approximately the species level by applying a set of dynamic distance values (<0.5 - 3.0%). All species hypotheses are given a unique, stable name in the form of a DOI, and their taxonomic and ecological annotations are verified through distributed, web-based third-party annotation efforts. SHs are connected to a taxon name and its classification as far as possible (phylum, class, order, etc.) by taking into account identifications for all sequences in the SH. An automatically or manually designated sequence is chosen to represent each such SH. These sequences are released (https://unite.ut.ee/repository.php) for use by the scientific community in, for example, local sequence similarity searches and next-generation sequencing analysis pipelines. The system and the data are updated automatically as the number of public fungal ITS sequences grows.