cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.1594/wdcc/cmip5.nccnms2
title: cmip5 output1 NCC NorESM1-M sstClim4xCO2, served by ESGF

description: Project: IPCC Assessment Report 5 and Coupled Model Intercomparison Project data sets - These data belong to two projects: 1) to the Assessment Report No 5 of the International Panel on Climate Change (IPCC-AR5) and 2) to the Coupled Model Intercomparison Project No 5 (CMIP5). CMIP5 is executed by the Program for Climate Model Diagnosis and Intercomparison (PCMDI) on behalf of the World Climate Research Programme (WCRP). Most of the data is replicated between the three data nodes at the World Data Centre for Climate (WDCC), the British Atmospheric Data Centre (BADC), and the PCMDI. The project embraces the simulations with about 30 climate models of about 20 institutes worldwide. Summary: 'sstClim4xco2' is an experiment of the CMIP5 - Coupled Model Intercomparison Project Phase 5 (https://pcmdi.llnl.gov/mips/cmip5). CMIP5 is meant to provide a framework for coordinated climate change experiments for the next five years and thus includes simulations for assessment in the AR5 as well as others that extend beyond the AR5. 6.2b sstClim4xco2 (6.2b SST Climatology With 4XCO2 Forcing) - Version 1: AMIP-style experiment with control run climatological SSTs and sea ice (as in 6.2a) but with quadrupled 4XCO2 imposed. Experiment design: https://pcmdi.llnl.gov/mips/cmip5/experiment_design.html List of output variables: https://pcmdi.llnl.gov/mips/cmip5/datadescription.html Output: time series per variable in model grid spatial resolution in netCDF format Earth System model and the simulation information: CIM repository Entry name/title of data are specified according to the Data Reference Syntax (https://pcmdi.llnl.gov/mips/cmip5/docs/cmip5_data_reference_syntax.pdf) as activity/product/institute/model/experiment/frequency/modeling realm/MIP table/ensemble member/version number/variable name/CMOR filename.nc.
DOI: 10.1594/wdcc/cmip5.nccnms3
title: cmip5 output1 NCC NorESM1-M sst2030, served by ESGF

description: Project: IPCC Assessment Report 5 and Coupled Model Intercomparison Project data sets - These data belong to two projects: 1) to the Assessment Report No 5 of the International Panel on Climate Change (IPCC-AR5) and 2) to the Coupled Model Intercomparison Project No 5 (CMIP5). CMIP5 is executed by the Program for Climate Model Diagnosis and Intercomparison (PCMDI) on behalf of the World Climate Research Programme (WCRP). Most of the data is replicated between the three data nodes at the World Data Centre for Climate (WDCC), the British Atmospheric Data Centre (BADC), and the PCMDI. The project embraces the simulations with about 30 climate models of about 20 institutes worldwide. Summary: 'sst2030' is an experiment of the CMIP5 - Coupled Model Intercomparison Project Phase 5 (https://pcmdi.llnl.gov/mips/cmip5). CMIP5 is meant to provide a framework for coordinated climate change experiments for the next five years and thus includes simulations for assessment in the AR5 as well as others that extend beyond the AR5. 2.1 sst2030 (2.1 2030 time-slice) - Version 1: Simulation of a future decade covering the years 2026-2035, with prescribed SSTs and sea ice concentration anomalies (relative to expt. 3.3). Experiment design: https://pcmdi.llnl.gov/mips/cmip5/experiment_design.html List of output variables: https://pcmdi.llnl.gov/mips/cmip5/datadescription.html Output: time series per variable in model grid spatial resolution in netCDF format Earth System model and the simulation information: CIM repository Entry name/title of data are specified according to the Data Reference Syntax (https://pcmdi.llnl.gov/mips/cmip5/docs/cmip5_data_reference_syntax.pdf) as activity/product/institute/model/experiment/frequency/modeling realm/MIP table/ensemble member/version number/variable name/CMOR filename.nc.
DOI: 10.1594/wdcc/cmip5.nccnmsa
title: cmip5 output1 NCC NorESM1-M sstClimAerosol, served by ESGF

description: Project: IPCC Assessment Report 5 and Coupled Model Intercomparison Project data sets - These data belong to two projects: 1) to the Assessment Report No 5 of the International Panel on Climate Change (IPCC-AR5) and 2) to the Coupled Model Intercomparison Project No 5 (CMIP5). CMIP5 is executed by the Program for Climate Model Diagnosis and Intercomparison (PCMDI) on behalf of the World Climate Research Programme (WCRP). Most of the data is replicated between the three data nodes at the World Data Centre for Climate (WDCC), the British Atmospheric Data Centre (BADC), and the PCMDI. The project embraces the simulations with about 30 climate models of about 20 institutes worldwide. Summary: 'sstClimAerosol' is an experiment of the CMIP5 - Coupled Model Intercomparison Project Phase 5 (https://pcmdi.llnl.gov/mips/cmip5). CMIP5 is meant to provide a framework for coordinated climate change experiments for the next five years and thus includes simulations for assessment in the AR5 as well as others that extend beyond the AR5. 6.4a sstClimAerosol (6.4a all aerosol forcing) - Version 1: AMIP-style experiment with control run climatological SSTs and sea ice (as in expt. 6.2a) but with aerosols consistent with conditions in year 2000 of the historical run (expt. 3.2) Experiment design: https://pcmdi.llnl.gov/mips/cmip5/experiment_design.html List of output variables: https://pcmdi.llnl.gov/mips/cmip5/datadescription.html Output: time series per variable in model grid spatial resolution in netCDF format Earth System model and the simulation information: CIM repository Entry name/title of data are specified according to the Data Reference Syntax (https://pcmdi.llnl.gov/mips/cmip5/docs/cmip5_data_reference_syntax.pdf) as activity/product/institute/model/experiment/frequency/modeling realm/MIP table/ensemble member/version number/variable name/CMOR filename.nc.
DOI: 10.1594/wdcc/cmip5.nccnmsc
title: cmip5 output1 NCC NorESM1-M sstClim, served by ESGF

description: Project: IPCC Assessment Report 5 and Coupled Model Intercomparison Project data sets - These data belong to two projects: 1) to the Assessment Report No 5 of the International Panel on Climate Change (IPCC-AR5) and 2) to the Coupled Model Intercomparison Project No 5 (CMIP5). CMIP5 is executed by the Program for Climate Model Diagnosis and Intercomparison (PCMDI) on behalf of the World Climate Research Programme (WCRP). Most of the data is replicated between the three data nodes at the World Data Centre for Climate (WDCC), the British Atmospheric Data Centre (BADC), and the PCMDI. The project embraces the simulations with about 30 climate models of about 20 institutes worldwide. Summary: 'sstClim' is an experiment of the CMIP5 - Coupled Model Intercomparison Project Phase 5 (https://pcmdi.llnl.gov/mips/cmip5). CMIP5 is meant to provide a framework for coordinated climate change experiments for the next five years and thus includes simulations for assessment in the AR5 as well as others that extend beyond the AR5. 6.2a sstClim (6.2a Control SST Climatology) - Version 1: AMIP-style experiment with control run climatological SSTs and sea ice. Experiment design: https://pcmdi.llnl.gov/mips/cmip5/experiment_design.html List of output variables: https://pcmdi.llnl.gov/mips/cmip5/datadescription.html Output: time series per variable in model grid spatial resolution in netCDF format Earth System model and the simulation information: CIM repository Entry name/title of data are specified according to the Data Reference Syntax (https://pcmdi.llnl.gov/mips/cmip5/docs/cmip5_data_reference_syntax.pdf) as activity/product/institute/model/experiment/frequency/modeling realm/MIP table/ensemble member/version number/variable name/CMOR filename.nc.
DOI: 10.4231/d31r6n05k
title: Specimen A-4: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.3)

description: Specimen A-4 was a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. All dimensions were scaled 2.5 times larger than the Group D specimens. The shear span to effective depth ratio (a/d) was 2.3.
DOI: 10.4231/d35h7bt0d
title: Specimen A-3: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.3)

description: Specimen A-3 was a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. All dimensions were scaled 2.5 times larger than the Group D specimens. The shear span to effective depth ratio (a/d) was 2.3.
DOI: 10.4231/d3d21rh8m
title: Specimen E-1: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)

description: Specimen E-1 was a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. All dimensions were scaled 2.5 times larger than the Group F specimens. The shear span to effective depth ratio (a/d) was 2.9.
DOI: 10.4231/d3hq3rx9q
title: Specimen D-6: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.3)

description: Specimen D-6 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #4 high strength longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group A specimens. The shear span to effective depth ratio (a/d) was 2.3.
DOI: 10.4231/d3ng4gr20
title: Specimen D-5: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.3)

description: Specimen D-5 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #4 high strength longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group A specimens. The shear span to effective depth ratio (a/d) was 2.3.
DOI: 10.4231/d3x05xc0h
title: Specimen D-3: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.3)

description: Specimen D-3 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #4 high strength longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group A specimens. The shear span to effective depth ratio (a/d) was 2.3.
DOI: 10.4231/d30r9m35b
title: Specimen F-2: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)

description: Specimen F-2 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #5 longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group E specimens. The shear span to effective depth ratio (a/d) was 2.9.
DOI: 10.4231/d34j09w9m
title: Specimen F-1: 12-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)

description: Specimen F-1 was a 12-in. deep reinforced concrete beam with 0.5-in. maximum aggregate size and #5 longitudinal reinforcement. All dimensions were scaled 2.5 times smaller than the Group E specimens. The shear span to effective depth ratio (a/d) was 2.9.
DOI: 10.4231/d38911q4v
title: Specimen E-2: 30-in. Deep Reinforced Concrete Beam Subjected to Shear (a/d=2.9)

description: Specimen E-2 was a 30-in. deep reinforced concrete beam with 1-in. maximum aggregate size and #11 longitudinal reinforcement. All dimensions were scaled 2.5 times larger than the Group F specimens. The shear span to effective depth ratio (a/d) was 2.9.
DOI: 10.4231/d3jm23f61
title: MR Damper Characterization - Lehigh - Damper 1

description: MR Damper Characterization tests conducted in Lehigh aims to identify MR Damper No. 1 which will be used in Real-Time Hybrid Tests(RTHT).  The characterization process is based on five trials. These are(change this info): 1) Active Motion Control(AMC) Identification 2) Reaction against Constant Current/Random Displacement 3) Reaction against Random Current/Random Displacement 4) Response Time of MR Damper with Various Input 5) Reaction against Sine Wave with Active Motion Control(AMC) 6) Reaction against Sine Wave with DC Power Supply 7) Rise Time of MR Damper Force 8) Settling Time of MR Damper Force 9) Rise Time with Various Input Currents  The results have been used to generate an adequate model to explain the behavior of the MR Damper.  MR damper used in the characterization tests has the following properties: The length of the stroke is 1.5m. The available stroke length is ±279mm. The electromagnetic coil consists of 368 turns of 18 AWG magnet wire with an annular gap of 1.0 mm between the piston head and the inside diameter of the damper cylinder.  The damper is filled with approximately 19 liters of MRF-132DG type MR fluid. Damper is manufactured by Lord Corporation.
DOI: 10.5284/1018083
title: Objects and Identities in Roman Britain and the North-Western Provinces

description: The material presented here is the result of data collection on a range of object types from Roman Britain and the Roman north-western provinces for a forthcoming book:
Eckardt, H. forthcoming (2014), Objects and Identities in Roman Britain and the North-Western Provinces. Oxford: OUP.
Conventional publication does not permit the inclusion of the many finds lists that form the basis of distribution maps and discussion in printed format, and therefore they are published here in summary form. Images are not included for copyright reasons, and given the range and amount of material, all lists are essentially preliminary. It is hoped that they are nevertheless useful to artefact researchers, and that they will stimulate further research on these objects.
DOI: 10.4231/d30r9m398
title: Evaluation of the Effectiveness of Colloidal Silica Grout for Liquefaction Remediation

description: Testing of a half-scale, T-shaped structural wall. Prototype structure was 6 stories and NTW2 was 2 of 6 stories.
DOI: 10.6084/m9.figshare.648285
title: CIL:1150
DOI: 10.5447/ipk/2013/0
title: Acquired raw data as used for the protein identification of differential spots from the quantitative analysis of the response of the barley root proteome to salinity stress
title: MassLynx and FlexControl MS raw data files

description: Acquired raw data as used for the protein identification of differential spots from the quantitative analysis of the response of the barley root proteome to
			salinity stress. Acquisition of peptide mass fingerprint data was performed on a Reflex III MALDI-TOF device (Bruker Daltonics, Bremen, Germany, www.bruker.com/) operating in reflector mode using
			the FlexControl software. Spectra were calibrated using external calibration, with subsequent internal mass correction. Protein identification was performed with the Mascot search engine (Matrix
			Science, London, United Kingdom, www.matrixscience.com/home.html), by searching the barley EST (expressed sequence tag) Gene Index in the TIGR database
			(compbio.dfci.harvard.edu/cgi-bin/tgi/gimain.pl?gudb=barley) and the HarvEST database (harvest.ucr.edu/). Parameters for the search were: monoisotopic mass accuracy 100 ppm tolerance, missed
			cleavages 1, allowed variable modifications: oxidation (Met), propionamide (Cys) and carbamidomethyl (Cys). When this approach failed, the samples were subjected to analysis by nanoLC-ESI-Q-TOF
			MS/MS and de novo sequencing (nanoLC ESI-Q-TOF MS/MS, Waters Corporation, Milford, USA, www.waters.com), following Amme et al. (2006) using the MassLynx software. A 10 ppm peptide, 0.1 Da fragment
			tolerance, one missed cleavage and variable oxidation (Met), propionamide (Cys) and carbamidomethyl (Cys) were used as the search parameters. Database searches were conducted against the barley EST
			Gene Index of the TIGR database and the HarvEST database.
DOI: 10.1594/wdcc/cmip5.nccnma2
title: cmip5 output1 NCC NorESM1-M amip4xCO2, served by ESGF

description: Project: IPCC Assessment Report 5 and Coupled Model Intercomparison Project data sets - These data belong to two projects: 1) to the Assessment Report No 5 of the International Panel on Climate Change (IPCC-AR5) and 2) to the Coupled Model Intercomparison Project No 5 (CMIP5). CMIP5 is executed by the Program for Climate Model Diagnosis and Intercomparison (PCMDI) on behalf of the World Climate Research Programme (WCRP). Most of the data is replicated between the three data nodes at the World Data Centre for Climate (WDCC), the British Atmospheric Data Centre (BADC), and the PCMDI. The project embraces the simulations with about 30 climate models of about 20 institutes worldwide. Summary: 'amip4xco2' is an experiment of the CMIP5 - Coupled Model Intercomparison Project Phase 5 (https://pcmdi.llnl.gov/mips/cmip5). CMIP5 is meant to provide a framework for coordinated climate change experiments for the next five years and thus includes simulations for assessment in the AR5 as well as others that extend beyond the AR5. 6.5 amip4xco2 (6.5 4xCO2 AMIP) - Version 1: Identical to expt. 6.2b, but with AMIP SSTs prescribed as in expt. 3.3 (which is the control for this run). Experiment design: https://pcmdi.llnl.gov/mips/cmip5/experiment_design.html List of output variables: https://pcmdi.llnl.gov/mips/cmip5/datadescription.html Output: time series per variable in model grid spatial resolution in netCDF format Earth System model and the simulation information: CIM repository Entry name/title of data are specified according to the Data Reference Syntax (https://pcmdi.llnl.gov/mips/cmip5/docs/cmip5_data_reference_syntax.pdf) as activity/product/institute/model/experiment/frequency/modeling realm/MIP table/ensemble member/version number/variable name/CMOR filename.nc.
DOI: 10.4231/d33j3913b
title: Seismic Performance of Pile-Wharf Connections_Specimen 05: 2/3 Scale/Inward Bent Dowels/Axial Load

description: Specimen 5 was a 2/3 scale model of a common pile-to-deck connection. Specimen 5 consisted of a precast concrete pile which connected with inward bent dowels to a reinforced concrete deck. An Axial load was applied.
DOI: 10.5284/1018077
title: An Archaeological Excavation at Boldrewood Campus, University of Southampton, Southampton (OASIS ID johnmoor1-115601)

description: Evaluation was carried out by John Moore Heritage Services on land south of the School of Biological Science, Boldrewood Campus, Southampton University. The evaluation revealed extensive evidence of remodelling and landscaping of the immediate terrain, associated with the construction of the School for Biomedical Sciences and the laying out of associated grounds. No archaeology earlier than the late 1960's was recovered during the evaluation, although pottery dating from the post-industrial period was recovered from the topsoil.
DOI: 10.6084/m9.figshare.642431
title: AGBT2013 Poster
DOI: 10.6084/m9.figshare.648401
title: CIL:1591
DOI: 10.6084/m9.figshare.650867
title: Growth data for kittiwakes breeding in Middleton Island (Alaska)
DOI: 10.6084/m9.figshare.651156
title: SPECIES OF GENUS: TETRAHYMENA (T. PYRIFORMIS)  FOUND IN RESERVOIR AT MAKNI, OSMANABAD  (MS), INDIA.
DOI: 10.6084/m9.figshare.648585
title: CIL:1776
DOI: 10.5284/1018191
title: The Former Showground at Holsworthy, Devon (OASIS ID acarchae2-82830)

description: An archaeological trench evaluation, on the site of a proposed new residential development at the former Holsworthy Showground site, Holsworthy, Devon was undertaken by AC archaeology. The site occupies an area to the north of the historic core of the town. There are no previously recorded archaeological sites or monuments on the site itself, but it is located in area considered to have potential for prehistoric settlement and funerary remains. The evaluation comprised the machine-excavation of 33 trenches totalling 990m in length. The work identified parts of two former hedgebank boundaries shown on 19th century maps, as well as a number of modern drainage gullies/ditches. No in situ remains pre-dating the late post-medieval period were present. Two small and abraded sherds of 16th/17th century pottery were recovered from one of the former field boundary ditches, but 19th century artefacts were also recovered from this.
DOI: 10.6084/m9.figshare.647855
title: CIL:36722
DOI: 10.6084/m9.figshare.658751
title: CO RELATIONAL STUDY ON HIGH SCHOOL MANAGERS
DOI: 10.6084/m9.figshare.661910
title: R.K. Narayan : A Typical Craftsman
DOI: 10.5281/zenodo.3927374
title: Reactive extraction of fructose for efficient separation of sucrose-derived glucosides produced by enzymatic glycosylation

description: We provide here the underlying data of the scientific publication "Reactive extraction of fructose for efficient separation of sucrose-derived glucosides produced by enzymatic glycosylation". Please find the abstract below: The disaccharide sucrose (α-D-glucopyranosyl-1,2-β-D-fructofuranoside) is a highly efficient donor substrate for enzymatic glucosylation reactions. A large number of commercially relevant glucosides are produced via this general route. Every sucrose-based glucosylation involves co-production of D-fructose in amounts corresponding to the target glucoside. A separation technology for selective removal, and efficient recovery, of the D-fructose co-product would be highly desirable as a generic platform for downstream process development. Here, we demonstrate organoboronate-complex reactive extraction of D-fructose into an 1-octanol/hexane (4/1, v/v) solvent using methyltrioctyl ammonium chloride as phase transfer catalyst and extractant. We show separation of the D-fructose co-product (100 mM) from equimolar mixture with 2-α-D-glucosyl-glycerol, a cosmetic ingredient that is manufactured industrially from sucrose and glycerol using sucrose phosphorylase. With the main parameters of extraction, stripping and organic phase recycling identified and their effect on product/co-product yield and purity characterized, we developed a three-step extraction process with alternating extraction and stripping stages that removed the D-fructose efficiently at 50 ml operating scale. 2-α-D-glucosyl-glycerol and D-fructose were cleanly separated and obtained in excellent purity (≥90%) at a recovery of 90% and 83%, respectively. Reactive extraction appears to be faster and more selective and resource-efficient than applicable alternatives for separation, including chromatography and membrane nanofiltration. Thus, the established extraction process is promising for industrial application. It could be generically useful to separate D-fructose from glucosides
DOI: 10.5281/zenodo.3927373
title: Reactive extraction of fructose for efficient separation of sucrose-derived glucosides produced by enzymatic glycosylation

description: We provide here the underlying data of the scientific publication "Reactive extraction of fructose for efficient separation of sucrose-derived glucosides produced by enzymatic glycosylation". Please find the abstract below: The disaccharide sucrose (α-D-glucopyranosyl-1,2-β-D-fructofuranoside) is a highly efficient donor substrate for enzymatic glucosylation reactions. A large number of commercially relevant glucosides are produced via this general route. Every sucrose-based glucosylation involves co-production of D-fructose in amounts corresponding to the target glucoside. A separation technology for selective removal, and efficient recovery, of the D-fructose co-product would be highly desirable as a generic platform for downstream process development. Here, we demonstrate organoboronate-complex reactive extraction of D-fructose into an 1-octanol/hexane (4/1, v/v) solvent using methyltrioctyl ammonium chloride as phase transfer catalyst and extractant. We show separation of the D-fructose co-product (100 mM) from equimolar mixture with 2-α-D-glucosyl-glycerol, a cosmetic ingredient that is manufactured industrially from sucrose and glycerol using sucrose phosphorylase. With the main parameters of extraction, stripping and organic phase recycling identified and their effect on product/co-product yield and purity characterized, we developed a three-step extraction process with alternating extraction and stripping stages that removed the D-fructose efficiently at 50 ml operating scale. 2-α-D-glucosyl-glycerol and D-fructose were cleanly separated and obtained in excellent purity (≥90%) at a recovery of 90% and 83%, respectively. Reactive extraction appears to be faster and more selective and resource-efficient than applicable alternatives for separation, including chromatography and membrane nanofiltration. Thus, the established extraction process is promising for industrial application. It could be generically useful to separate D-fructose from glucosides