cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.15468/dl.8vr8xr
title: Occurrence Download

description: A dataset containing 877 species occurrences available in GBIF matching the query:
{
 "and" : [
 "TaxonKey is one of (Enteromius yongei, Enteromius zalbiensis, Enteromius zanzibaricus, Epiplatys annulatus, Epiplatys ansorgii, Epiplatys barmoiensis, Epiplatys biafranus, Epiplatys bifasciatus, Epiplatys chaperi, Epiplatys chevalieri, Epiplatys coccinatus, Epiplatys dageti, Epiplatys duboisi, Epiplatys esekanus, Epiplatys etzeli, Epiplatys fasciolatus, Epiplatys grahami, Epiplatys guineensis, Epiplatys hildegardae, Epiplatys huberi, Epiplatys infrafasciatus, Epiplatys josianae, Epiplatys lamottei, Epiplatys lokoensis, Epiplatys longiventralis, Epiplatys maeseni, Epiplatys mesogramma, Epiplatys multifasciatus, Epiplatys neumanni, Epiplatys njalaensis, Epiplatys olbrechtsi, Epiplatys phoeniceps, Epiplatys roloffi, Epiplatys ruhkopfi, Epiplatys sangmelinensis, Epiplatys sexfasciatus, Epiplatys singa, Epiplatys spilargyreius, Epiplatys togolensis, Epiplatys zenkeri, Equulites leuciscus, Eretmodus cyanostictus, Erpetoichthys calabaricus, Esox lucius, Ethmalosa fimbriata, Etia nguti, Euchilichthys astatodon, Euchilichthys boulengeri, Euchilichthys dybowskii, Euchilichthys guentheri, Euchilichthys royauxi, Eugnathichthys eetveldii, Eugnathichthys macroterolepis, Exochochromis anagenys, Favonigobius reichei, Fenerbahce formosus, Foerschichthys flavipinnis, Fontitrygon garouaensis, Fontitrygon ukpam, Fossorochromis rostratus, Fundulopanchax amieti, Fundulopanchax arnoldi, Fundulopanchax avichang, Fundulopanchax cinnamomeus, Fundulopanchax deltaense, Fundulopanchax deltaensis, Fundulopanchax fallax, Fundulopanchax filamentosus, Fundulopanchax gardneri, Fundulopanchax gresensi, Fundulopanchax gularis, Fundulopanchax intermittens, Fundulopanchax kamdemi, Fundulopanchax lacustris, Fundulopanchax mamfensis, Fundulopanchax marmoratus, Fundulopanchax mirabilis, Fundulopanchax moensis, Fundulopanchax ndianus, Fundulopanchax oeseri, Fundulopanchax powelli, Fundulopanchax puerzli, Fundulopanchax robertsoni, Fundulopanchax rubrolabialis, Fundulopanchax scheeli)",
 "HasCoordinate is true",
 "HasGeospatialIssue is false",
 "BasisOfRecord is one of (Specimen, Living Specimen, Observation, Human Observation, Machine Observation, Material sample, Literature Occurrence, Material citation, Occurrence evidence)",
 "Geometry POLYGON ((-16.8295 11.8376,-16.8618 11.7189,-16.8618 11.0599,-7.8618 11.0599,-7.8618 20.0599,-16.8618 20.0599,-16.8618 19.0648,-16.6653 18.7702,-16.5447 17.7591,-16.8618 16.9131,-16.8618 11.8636,-16.8295 11.8376))"
 ]
}

 The dataset includes 877 records from 14 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0009149-250827131500795/datasets/export for details.
 
Data from some individual datasets included in this download may be licensed under less restrictive terms.
DOI: 10.4231/d3901zg7j
title: Specimen W-60-C: Structural wall with 60db lap splices at the base and with boundary-element confinement subjected to lateral displacement reversals of increasing amplitude up to failure

description: The longitudinal reinforcement was lap spliced at the base of the wall. The length of the lap splices was 60 bar diameters. It had boundary-element confinement (1.2% volumetric confining reinforcement ratio). 

The wall was subjected to lateral displacement reversals of increasing amplitude up to failure. A constant axial load of approximately 10%f'c*Ag was applied.
DOI: 10.15121/1136704
title: Geothermal Water Use: Life Cycle Water Consumption, Water Resource Assessment, and Water Policy Framework

description: This report examines life cycle water consumption for various geothermal technologies to better understand factors that affect water consumption across the life cycle (e.g., power plant cooling, belowground fluid losses) and to assess the potential water challenges that future geothermal power generation projects may face. Previous reports in this series quantified the life cycle freshwater requirements of geothermal power-generating systems, explored operational and environmental concerns related to the geochemical composition of geothermal fluids, and assessed future water demand by geothermal power plants according to growth projections for the industry. This report seeks to extend those analyses by including EGS flash, both as part of the life cycle analysis and water resource assessment. A regional water resource assessment based upon the life cycle results is also presented. Finally, the legal framework of water with respect to geothermal resources in the states with active geothermal development is also analyzed.
DOI: 10.15121/1136731
title: Geologic Map and GIS Data for the Patua Geothermal Area

description: Patua—ESRI Geodatabase (ArcGeology v1.3):  - Contains all the geologic map data, including faults, contacts, folds, veins, dikes, unit polygons, and attitudes of strata and faults.  - List of stratigraphic units.  - Locations of geothermal wells.  - Locations of 40Ar/39Ar and tephra samples.
DOI: 10.3886/e11431v3
title: Hellenic Panel Study: European Election Study 2014

description: The Hellenic Panel Component of the Voter Study of the European Election Study 2014 (EES2014) is part of European project covering Portugal, Spain, France, Italy, Greece, Austria, Britain, Bulgaria, Germany, the Netherlands Sweden, and Denmark. The research question behind this initiative is the possibility of lasting re-alignments (or de-alignments as the case may be) that may be initiated by the 2014 European Parliament election. The causes of such potential realignments are, of course, not the election itself but the sovereign debt crises and its consequences in a number of European Union member countries, plus the migration issue as a consequence of single market regulations. In order to identify such realignments, we are interested in comparing the voting behaviour of respondents in the European Parliament election of May 2014 with the subsequent 1st order national election vote (“vote” here refers to both participation and party choice). 
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DOI: 10.14457/kmitl.res.2011.86
title: สภาพแวดล้อมทางวิชาการหลักสูตรนิเทศศาสตร์เกษตร คณะเทคโนโลยีการเกษตร สถาบันเทคโนโลยีพระจอมเกล้าเจ้าคุณทหารลาดกระบัง /
DOI: 10.14457/kmitl.the.2006.267
title: สภาพและปัญหาการใช้งานอินเทอร์เน็ต ในกลุ่มวิทยาลัยอาชีวศึกษา สังกัดสำนักงานคณะกรรมการการอาชีวศึกษา ในเขตกรุงเทพมหานคร /
DOI: 10.15121/1136733
title: Geologic Map and GIS Data for the Tuscarora Geothermal Area

description: Tuscarora—ESRI Geodatabase (ArcGeology v1.3):  - Contains all the geologic map data, including faults, contacts, folds, unit polygons, and attitudes of strata and faults.  - List of stratigraphic units and stratigraphic correlation diagram.  - Detailed unit descriptions of stratigraphic units.  - Five cross‐sections.  - Locations of production, injection, and monitor wells.  - 3D model constructed with EarthVision using geologic map data, cross‐sections, drill‐hole data, and geophysics (model not in the ESRI geodatabase).
DOI: 10.15121/1136706
title: Dixie Valley Binary Cycle Cost Data March 2014

description: Orders associated with binary unit
DOI: 10.15121/1136710
title: Preliminary geologic map of the Wabuska quadrangle, Lyon County, Nevada - Wabuska Geothermal Area

description: Geologic map of the Wabuska Geothermal Area
DOI: 10.4231/d3dr2p910
title: Specimen W-60-N: Structural wall with 60db lap splices at the base and without boundary-element confinement subjected to lateral displacement reversals of increasing amplitude up to failure

description: The longitudinal reinforcement was lap spliced at the base of the wall. The length of the lap splices was 60 bar diameters. It did not have boundary-element confinement. 

The wall was subjected to lateral displacement reversals of increasing amplitude up to failure. A constant axial load of approximately 10%f'c*Ag was applied.
DOI: 10.5061/dryad.8g252.1/2.1
title: Phylogeny
DOI: 10.15121/1136732
title: Geologic Map and GID Data for the Salt Wells Geothermal Area

description: Salt Wells—ESRI Geodatabase (ArcGeology v1.3):  - Contains all the geologic map data, including faults, contacts, folds, dikes, unit polygons, and attitudes of strata and faults.  - List of stratigraphic units and stratigraphic correlation diagram.  - Locations of 40Ar/39Ar samples.
DOI: 10.5255/ukda-sn-6533-5
title: National Diet and Nutrition Survey Years 1-4, 2008/09-2011/12
DOI: 10.14457/kmitl.the.2006.268
title: สภาพและปัญหาการใช้อินเทอร์เน็ต ของนักศึกษาระดับประกาศนียบัตรวิชาชีพชั้นสูง ประเภทวิชาช่างอุตสาหกรรม ในวิทยาลัยเทคนิคสถาบันการอาชีวศึกษาภาคตะวันออก 2 /
DOI: 10.3886/e11431v1
title: Hellenic Panel Study: European Election Study 2014

description: The Hellenic Panel Component of the Voter Study of the European Election Study 2014 (EES2014) is part of European project covering Portugal, Spain, France, Italy, Greece, Austria, Britain, Bulgaria, Germany, the Netherlands Sweden, and Denmark. The research question behind this initiative is the possibility of lasting re-alignments (or de-alignments as the case may be) that may be initiated by the 2014 European Parliament election. The causes of such potential realignments are, of course, not the election itself but the sovereign debt crises and its consequences in a number of European Union member countries, plus the migration issue as a consequence of single market regulations. In order to identify such realignments, we are interested in comparing the voting behaviour of respondents in the European Parliament election of May 2014 with the subsequent 1st order national election vote (“vote” here refers to both participation and party choice). 
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DOI: 10.3886/e11446v1
title: Hellenic Panel Study: European Election Study 2014

description: The Hellenic Panel Component of the Voter Study of the European Election Study 2014 (EES2014) is part of European project covering Portugal, Spain, France, Italy, Greece, Austria, Britain, Bulgaria, Germany, the Netherlands Sweden, and Denmark. The research question behind this initiative is the possibility of lasting re-alignments (or de-alignments as the case may be) that may be initiated by the 2014 European Parliament election. The causes of such potential realignments are, of course, not the election itself but the sovereign debt crises and its consequences in a number of European Union member countries, plus the migration issue as a consequence of single market regulations. In order to identify such realignments, we are interested in comparing the voting behaviour of respondents in the European Parliament election of May 2014 with the subsequent 1st order national election vote (“vote” here refers to both participation and party choice). 
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DOI: 10.4225/08/53c4cc1d94da0
title: CSIRO Permanent Rainforest Plots of North Queensland

description: We present repeated stem measurement data from 20, 0.5 ha (100 m x 50 m) permanent rainforest plots in northern Queensland, Australia from 1971 to 2013.  The plots have a rainfall range of 1200 to 3500 mm, represent eleven vegetation types, six parent materials, and range from 15 m to 1200 m above sea level. Except for minor disturbances associated with selective logging on two plots, the plots were established in old growth forest and all plots have thereafter been protected. Plots were regularly censused and at each census the diameter at breast height (DBH) of all stems ≥10 cm DBH were recorded.  Data is presented for 10998 individual stems with plot stem densities at establishment ranging from 476 to 1104 stems ha-1.  Due to the wide geographical range of the plots, no species dominate, although the families Lauraceae, Rutaceae and Myrtaceae contribute a large number of species. Basal area values at establishment ranged from 28.6 to 63.3 m2 ha-1 and showed no trend of increasing or decreasing over time due mainly to regular disturbance and recovery from natural events such as cyclones.  In addition to stems ≥10 cm DBH data, we present height data, floristic data from understory stems (≥50 cm height to &lt;10 cm DBH), an auxiliary species list (including vines, epiphytes, ferns, grasses, herbs and other life forms), and a list of voucher specimens lodged in herbaria. The data collected from the 20 plots provides an insight into the floristics, structure and long term forest dynamics of Australian tropical rainforests and allows direct comparisons to be made with long-term monitoring plots at a global scale.
DOI: 10.5255/ukda-sn-7083-3
title: Understanding Society: Innovation Panel, Waves 1-6, 2008-2013: Special Licence Access
DOI: 10.5255/ukda-sn-6849-4
title: Understanding Society: Innovation Panel, Waves 1-6, 2008-2013
DOI: 10.4231/d3s17st30
title: Specimen W2-C: Structural wall with a geometric discontinuity subjected to lateral loads

description: Two walls with an opening (one each) were tested under static lateral loads. The specimens were proportioned to represent structural walls with elevations resembling the shape of upside-down trousers. The load point (see drawings) meant to represent the ground level (referred to as Section S1) and the section 4 ft north of the load point (referred to as Section S2) represented the bottom end of the lower opening. The walls on either side of the opening were referred to as wall legs and were coupled through plates meant to represent the coupling effects of slabs. The region of wall with no opening and bounded by Sections S1 and S2 was referred to as wall podium, and was meant to represent the first-story aboveground. The wall podium segment immediately adjacent to the opening was referred to as panel zone. Both walls had continuous boundary longitudinal reinforcement along their exterior edges. In addition, along each edge of the opening, boundary longitudinal reinforcement was provided. In wall W2-C, this reinforcement was anchored beyond the load point (i.e., in a region intended to represent the foundation). In wall W2-D, this reinforcement was anchored in the wall podium (i.e., region meant to represent the first story). The walls were loaded slowly and in one direction (downwards) first (Trial 2: first pull). After it was judged that each specimen had reached its full strength in that direction, each specimen was rotated 180 degrees about its longitudinal axis and reloaded to failure (Trial 1: Second pull).

NOTE: The order of the trials is switched. The data corresponding to the first pull is stored under Trial 2 and the data of the second pull is stored under Trial 1. The number of the trials cannot be changed on NEEShub.
DOI: 10.14457/kmitl.the.2007.241
title: สภาพแวดล้อมทางกายภาพในห้องปฏิบัติการเขียนแบบสถาปัตยกรรม /
DOI: 10.4225/08/53c6156b75432
title: Mean monthly incoming atmospheric longwave radiation modelled using the 1" DEM-S

description: Mean monthly solar radiation was modelled across Australia using topography from the 1 second resolution SRTM-derived DEM-S and climatic and land surface data. The SRAD model (Wilson and Gallant, 2000) was used to derive:
•	Incoming short-wave radiation on a sloping surface
•	Short-wave radiation ratio (shortwave on sloping surface / shortwave on horizontal surface)
•	Incoming long-wave radiation
•	Outgoing long-wave radiation
•	Net long-wave radiation
•	Net radiation
•	Sky view factor
All radiation values are in MJ/m2/day except for short-wave radiation ratio which has no units. The sky view factor is the fraction of the sky visible from a grid cell relative to a horizontal plane.

The radiation values are determined for the middle day of each month (14th or 15th) using long-term average atmospheric conditions (such as cloudiness and atmospheric transmittance) and surface conditions (albedo and vegetation cover). They include the effect of terrain slope, aspect and shadowing (for sun positions at 5 minute intervals from sunrise to sunset), direct and diffuse radiation and sky view.

The 3 arc-second resolution versions of these radiation surfaces have been produced from the 1 arc-second resolution surfaces, by aggregating the cells in a 3x3 window and taking the mean value.
DOI: 10.4231/d31g0hv91
title: Specimen W-60-N2: Structural wall with 60db lap splices at the base and without boundary-element confinement subjected to lateral displacement reversals of increasing amplitude up to failure

description: The longitudinal reinforcement was lap spliced at the base of the wall. The length of the lap splices was 60 bar diameters. It did not have boundary-element confinement. 

The wall was subjected to lateral displacement reversals of increasing amplitude up to failure. A constant axial load of approximately 10%f'c*Ag was applied.

The detail of the ties in this specimen was different from specimens W-MC-C, W-MC-N, W-60-C, and W-40-C (see drawings). The wall has a smaller (1/2 in.) clear spacing between vertical bars in the boundary elements compared to specimens W-60-C, W-60-N, and W-40-C.
DOI: 10.4231/d35717p3s
title: Specimen W-40-C: Structural wall with 60db lap splices at the base and with boundary-element confinement subjected to lateral displacement reversals of increasing amplitude up to failure

description: The longitudinal reinforcement was lap spliced at the base of the wall. The length of the lap splices was 40 bar diameters. It had boundary-element confinement (1.2% volumetric confining reinforcement ratio). 

The wall was subjected to lateral displacement reversals of increasing amplitude up to failure. A constant axial load of approximately 10%f'c*Ag was applied.
DOI: 10.4231/d3ws8hm7t
title: Specimen W2-D: Structural wall with geometric and reinforcement discontinuities subjected to lateral loads

description: Two walls with an opening (one each) were tested under static lateral loads. The specimens were proportioned to represent structural walls with elevations resembling the shape of upside-down trousers. The load point (see drawings) meant to represent the ground level (referred to as Section S1) and the section 4 ft north of the load point (referred to as Section S2) represented the bottom end of the lower opening. The walls on either side of the opening were referred to as wall legs and were coupled through plates meant to represent the coupling effects of slabs. The region of wall with no opening and bounded by Sections S1 and S2 was referred to as wall podium, and was meant to represent the first-story aboveground. The wall podium segment immediately adjacent to the opening was referred to as panel zone. Both walls had continuous boundary longitudinal reinforcement along their exterior edges. In addition, along each edge of the opening, boundary longitudinal reinforcement was provided. In wall W2-C, this reinforcement was anchored beyond the load point (i.e., in a region intended to represent the foundation). In wall W2-D, this reinforcement was anchored in the wall podium (i.e., region meant to represent the first story). The walls were loaded slowly and in one direction (downwards) first (Trial 1: first pull). After it was judged that each specimen had reached its full strength in that direction, each specimen was rotated 180 degrees about its longitudinal axis and reloaded to failure (Trial 2: Second pull).
DOI: 10.3886/e11431v2
title: Hellenic Panel Study: European Election Study 2014

description: The Hellenic Panel Component of the Voter Study of the European Election Study 2014 (EES2014) is part of European project covering Portugal, Spain, France, Italy, Greece, Austria, Britain, Bulgaria, Germany, the Netherlands Sweden, and Denmark. The research question behind this initiative is the possibility of lasting re-alignments (or de-alignments as the case may be) that may be initiated by the 2014 European Parliament election. The causes of such potential realignments are, of course, not the election itself but the sovereign debt crises and its consequences in a number of European Union member countries, plus the migration issue as a consequence of single market regulations. In order to identify such realignments, we are interested in comparing the voting behaviour of respondents in the European Parliament election of May 2014 with the subsequent 1st order national election vote (“vote” here refers to both participation and party choice). 
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DOI: 10.5061/dryad.0vk92/3
title: CLARKEBOYDonlineAPPENDIX1

description: This file contains the fossil ages and their associated references for the analysis of Sphenisciformes.
DOI: 10.5061/dryad.0vk92/5
title: Table_5_MDI_Calculations

description: This file contains the raw data and calculations used to produce the values of MDI reported in Table 5 from analysis of the data presented in Sauquet et al. (2012). There are three sheets in this file. The ‘MDI Scores’ sheet contains a table of the final scores reported in Table 5, while the ‘MDI Calculations’ sheet contains the formulae used to derive those values. The ‘Molec Data’ sheet contains the raw data used in the calculations.
DOI: 10.5061/dryad.0vk92/8
title: Penguin_Tree_Combined

description: This is the file used by the ASCC program (see citation in paper) to calculate the DIG values for the sphenisciform dataset reported in Table 4. File contains the tree topology and age ranges used for all taxa and nodes, with node ages set equal to the molecular-based ages obtained using by Baker et al. (2006) using the combined mtDNA and Rag1 dataset.
DOI: 10.5061/dryad.8g252.1/1.1
title: Data: Traits and demography
DOI: 10.14457/kmitl.the.2007.239
title: สภาพทางกายภาพเมือง ที่มีผลต่อระดับความสบายในเมืองชายทะเล : กรณีศึกษา เขตเทศบาลเมือง สมุทรสงคราม /
DOI: 10.14457/kmitl.the.2007.240
title: สภาพการปฏิบัติงานของครูตามเกณฑ์มาตรฐาน วิชาชีพทางการศึกษา สังกัดสถาบันการอาชีวศึกษา ภาคตะวันออก 1 /
DOI: 10.14457/kmitl.the.2006.269
title: สภาวะที่เหมาะสมในการผลิตใยอาหารต้านปฏิกิริยาออกซิเดชันจากเปลือกมะม่วง /
DOI: 10.5061/dryad.0vk92/2
title: Table_2_Calculations

description: This file contains the raw data and calculations used to produce the values of WSS, SEA, and MDI reported in Table 2 (from analysis of the Tinn and Oakley [2008] ostracod dataset.
DOI: 10.5061/dryad.0vk92/1
title: ClarkeBoyd_readme

description: This text file describes the complete set of supplementary data files and explains in more detail how to implement the metrics we describe.
DOI: 10.7910/dvn/e4tlzv/3yqpku
title: AddFile7_Rscripts.txt

description: R scripts used for the construction of the main text figures and statistical analyses.
DOI: 10.5061/dryad.0vk92/10
title: Penguin_Tree_Rag1_Only

description: This is the file used by the ASCC program (see citation in paper) to calculate the DIG values for the sphenisciform dataset reported in Table 4. File contains the tree topology and age ranges used for all taxa and nodes, with node ages set equal to the molecular-based ages obtained by Baker et al. (2006) using only the Rag1 dataset.
DOI: 10.5255/ukda-sn-6711-3
title: International Trade in Services, 1996-2012: Secure Access
DOI: 10.5061/dryad.0vk92/12
title: Sauquet_Scenario_3_Beast

description: This is the file used by the ASCC program (see citation in paper) to calculate the DIG values reported in Table 5 for scenario 3 of the Sauquet et al. (2012) study using the program BEAST. File contains the tree topology and age ranges used for all taxa and nodes.
DOI: 10.5061/dryad.0vk92/14
title: Sauquet_Scenario_6_Beast

description: This is the file used by the ASCC program (see citation in paper) to calculate the DIG values reported in Table 5 for scenario 6 of the Sauquet et al. (2012) study using the program BEAST. File contains the tree topology and age ranges used for all taxa and nodes.
DOI: 10.5061/dryad.0vk92/16
title: Sauquet_Scenario_4_ML

description: This is the file used by the ASCC program (see citation in paper) to calculate the DIG values reported in Table 5 for scenario 4 of the Sauquet et al. (2012) study using the program r8s. File contains the tree topology and age ranges used for all taxa and nodes.
DOI: 10.14457/kmitl.res.2008.12
title: สภาพแวดล้อมบำบัดสำหรับผู้ป่วยโรคสมองเสื่อม /
DOI: 10.5061/dryad.8g252.1/3.1
title: R code
DOI: 10.5255/ukda-sn-7047-3
title: Living Costs and Food Survey, 2006-2012: Secure Access