cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.5281/zenodo.18853
title: Experimental Data For: Hierarchical Software Landscape Visualization For System Comprehension: A Controlled Experiment

description: In many enterprises the number of deployed applications is constantly increasing. Those applications - often several hundreds - form large software landscapes. The comprehension of such landscapes is frequently impeded due to, for instance, architectural erosion, personnel turnover, or changing requirements. Therefore, an efficient and effective way to comprehend such software landscapes is required. The current state of the art often visualizes software landscapes via flat graph-based representations of nodes, applications, and their communication.

In our ExplorViz visualization, we introduce hierarchical abstractions aiming at solving typical system comprehension tasks fast and accurately for large software landscapes. To evaluate our hierarchical approach, we conduct a controlled experiment comparing our hierarchical landscape visualization to a flat, state-of-the-art visualization. In addition, we thoroughly analyze the strategies employed by the participants and provide a package containing all our experimental data to facilitate the verifiability, reproducibility, and further extensibility of our results.

We observed a statistically significant increase of 14 % in task correctness of the hierarchical visualization group compared to the flat visualization group in our experiment. The time spent on the system comprehension tasks did not show any significant differences. The results backup our claim that our hierarchical concept enhances the current state of the art in landscape visualization.

This package contains our experimental data.
DOI: 10.5281/zenodo.18858
title: Stratospheric Sudden Warmings In An Idealized Gcm - Zonal Mean Data

description: Running an idealized dry General Circulation Model, Stratospheric Sudden Warmings have been generated and analyzed in Jucker, Fueglistaler, Vallis (2014), JGR 119, 11,054, doi:10.1002/2014JD022170. This is the zonal mean data (geopotential height, zonal wind, temperature) produced by 35 independent simulations using the model.
description: Note that the data is packed using the nco (http://nco.sourceforge.net) command ncpdq. It appears that in some cases it is prudent to unpack the data before reading it with analysis software (such as R). To do so, the easiest is to use the ncpdq command in reverse ('ncpdq -U file -O file'). In personal tests, both R's ncdf and cdf4 packages needed the unpacking, Python's netCDF4 package was fine with the data as is.
description: {"references": ["Jucker, M., S. Fueglistaler, and G. K. Vallis (2014), Stratospheric sudden warmings in an idealized GCM, J. Geophys. Res. Atmos., 119, 11,054-11,064, doi:10.1002/2014JD022170"]}
DOI: 10.6084/m9.figshare.1150031
title: Developing and Deploying an Early Warning System with R and State Longitudinal Data System Data
DOI: 10.5281/zenodo.18878
title: 41Cp5_O Nagpra 2012.1.226

description: In 2014-2015, Caddo vessels from the Tuck Carpenter (41CP5) collection were scanned at the Center for Regional Heritage Research. These scans were generated for use in a study of 3D geometric morphometrics and for public outreach. 

Many thanks to the Caddo Nation of Oklahoma and the Anthropology and Archaeology Laboratory for the requisite permissions and access.

This project was funded by PTT grant #P14AP00138 from the National Center for Preservation Technology and Training (NCPTT).
DOI: 10.5281/zenodo.18879
title: 41Cp5_O Nagpra 2012.1.237

description: In 2014-2015, Caddo vessels from the Tuck Carpenter (41CP5) collection were scanned at the Center for Regional Heritage Research. These scans were generated for use in a study of 3D geometric morphometrics and for public outreach. 

Many thanks to the Caddo Nation of Oklahoma and the Anthropology and Archaeology Laboratory for the requisite permissions and access.

This project was funded by PTT grant #P14AP00138 from the National Center for Preservation Technology and Training (NCPTT).
DOI: 10.5281/zenodo.18880
title: 41Cp5_O Nagpra 2012.1.238

description: In 2014-2015, Caddo vessels from the Tuck Carpenter (41CP5) collection were scanned at the Center for Regional Heritage Research. These scans were generated for use in a study of 3D geometric morphometrics and for public outreach. 

Many thanks to the Caddo Nation of Oklahoma and the Anthropology and Archaeology Laboratory for the requisite permissions and access.

This project was funded by PTT grant #P14AP00138 from the National Center for Preservation Technology and Training (NCPTT).
DOI: 10.5281/zenodo.18881
title: 41Cp5_O Nagpra 2012.1.239

description: In 2014-2015, Caddo vessels from the Tuck Carpenter (41CP5) collection were scanned at the Center for Regional Heritage Research. These scans were generated for use in a study of 3D geometric morphometrics and for public outreach. 

Many thanks to the Caddo Nation of Oklahoma and the Anthropology and Archaeology Laboratory for the requisite permissions and access.

This project was funded by PTT grant #P14AP00138 from the National Center for Preservation Technology and Training (NCPTT).
DOI: 10.5281/zenodo.18882
title: 41Cp5_O Nagpra 2012.1.243

description: In 2014-2015, Caddo vessels from the Tuck Carpenter (41CP5) collection were scanned at the Center for Regional Heritage Research. These scans were generated for use in a study of 3D geometric morphometrics and for public outreach. 

Many thanks to the Caddo Nation of Oklahoma and the Anthropology and Archaeology Laboratory for the requisite permissions and access.

This project was funded by PTT grant #P14AP00138 from the National Center for Preservation Technology and Training (NCPTT).
DOI: 10.5281/zenodo.18883
title: 41Cp5_O Nagpra 2012.1.275

description: In 2014-2015, Caddo vessels from the Tuck Carpenter (41CP5) collection were scanned at the Center for Regional Heritage Research. These scans were generated for use in a study of 3D geometric morphometrics and for public outreach. 

Many thanks to the Caddo Nation of Oklahoma and the Anthropology and Archaeology Laboratory for the requisite permissions and access.

This project was funded by PTT grant #P14AP00138 from the National Center for Preservation Technology and Training (NCPTT).
DOI: 10.5281/zenodo.18884
title: 41Cp20_O Nagpra 2012.1.276

description: In 2014-2015, Caddo vessels from the Tuck Carpenter (41CP5) collection were scanned at the Center for Regional Heritage Research. These scans were generated for use in a study of 3D geometric morphometrics and for public outreach. 

Many thanks to the Caddo Nation of Oklahoma and the Anthropology and Archaeology Laboratory for the requisite permissions and access.

This project was funded by PTT grant #P14AP00138 from the National Center for Preservation Technology and Training (NCPTT).
DOI: 10.5281/zenodo.18885
title: Qd-Amva: Evaluating Systems With Queue-Dependent Service Requirements - Data

description: The data part of this release support the results <br>
presented in the paper <br>
"QD-AMVA: Evaluating Systems with Queue-Dependent Service<br>
Requirements", by G. Casale, J. F. Perez, and W. Wang, accepted <br>
to IFIP Performance 2015. 

When referring to the dataset or scripts please cite the paper above. 

The scripts released with the above paper can be found at https://zenodo.org/record/18887
DOI: 10.5281/zenodo.18886
title: 41Cp5_O Nagpra 2012.1.280

description: In 2014-2015, Caddo vessels from the Tuck Carpenter (41CP5) collection were scanned at the Center for Regional Heritage Research. These scans were generated for use in a study of 3D geometric morphometrics and for public outreach. 

Many thanks to the Caddo Nation of Oklahoma and the Anthropology and Archaeology Laboratory for the requisite permissions and access.

This project was funded by PTT grant #P14AP00138 from the National Center for Preservation Technology and Training (NCPTT).
DOI: 10.5281/zenodo.18943
title: Data Processing For A Small-Scale Long-Term Coastal Ocean Observing System Near Mobile Bay, Alabama: A Geoscience Papers Of The Future (Gpf) Data Set

description: The Dauphin Island Sea Lab (DISL) has been operating a permanent moored oceanographic station at 30 05.410'N, 88 12.694'W, 25 km southwest of the entrance to Mobile Bay, Alabama, since 2004. It collects hydrographic and current velocity data.

This set of data files was collected between 27 Jan and 18 May 2011. It includes the raw data at initial download from the instruments, several intermediate processing steps, and final processed files ready for initial scientific analysis.

The files have been prepared as supplementary material for a Geoscience Paper of the Future (GPF) in prep for publication at Earth and Space Science, as part of the OntoSoft GPF Initiative.
DOI: 10.5281/zenodo.18889
title: Tvd Differencing On Three-Dimensional Unstructured Meshes With Monotonicity-Preserving Correction Of Mesh Skewness (Accompanying Data)

description: This data set contains the data accompanying the article F. Denner and B. van Wachem, TVD differencing on three-dimensional unstructured meshes with monotonicity-preserving correction of mesh skewness, Journal of Computational Physics (2015), http://dx.doi.org/10.1016/j.jcp.2015.06.008.
DOI: 10.15468/23rlur
title: Ocean acidification effects on gobies

description: Effects of ocean acidification on reproduction and larval behaviour, coastal marine fish, two-spotted goby
DOI: 10.5061/dryad.47v3c/3
title: Ae. albopictus occurrences

description: Ae. albopictus occurrences 1960-2014
DOI: 10.15129/bb2096c1-b14a-41c4-a0b2-6d2bed66d0ff
title: Molecular Identification of Explosives by a New Class of SERS Immunoassay

description: Antibody (Ab) immobilisation onto a surface as a detection technique still remains a challenge and is of fundamental interest. Ab functionalised silver nanoparticles (AgNPs) have been developed for the direct molecular detection of explosives using surface enhanced Raman scattering (SERS). Here we report Ab’s which have been modified to specifically orientate ‘flat’ on the surface of silver nanoparticles (AgNPs) bringing the target close enough to the metal surface to allow intrinsic SERS signals of the explosive targets to be obtained.

See readme file for a description of the file formats contained within this dataset
DOI: 10.5281/zenodo.19013
title: Evaluation Data Set

description: Evaluation data set of dissertation:

Kersch, Mike, Evaluation von Trading-Algorithmen unter realen Marktbedingungen: Ansätze zur praktischen Anwendbarkeit, Anforderungen, Implementierung, Dissertation, Universität des Saarlandes, 2015.
DOI: 10.15128/br86b364d
title: Data from: Towards a mechanistic understanding of carbon stabilization in manganese oxides.

description: Minerals are known to stabilise organic carbon in sediments, affecting biogeochemical cycles and global climate, but the mechanism is not understood. Here, the authors suggest that manganese oxides can trap organic carbon and may act as a 'mineral pump', transforming carbon between labile and refractory forms.
description: Abstract form article: Minerals stabilize organic carbon (OC) in sediments, thereby directly affecting global climate at multiple scales, but how they do it is far from understood. Here we show that manganese oxide (Mn oxide) in a water treatment works filter bed traps dissolved OC as coatings build up in layers around clean sand grains at 3%w/wC. Using spectroscopic and thermogravi- metric methods, we identify two main OC fractions. One is thermally refractory (&gt;550 °C) and the other is thermally more labile (&lt;550 °C). We postulate that the thermal stability of the trapped OC is due to carboxylate groups within it bonding to Mn oxide surfaces coupled with physical entrapment within the layers. We identify a significant difference in the nature of the surface-bound OC and bulk OC . We speculate that polymerization reactions may be occurring at depth within the layers. We also propose that these processes must be considered in future studies of OC in natural systems.
DOI: 10.6084/m9.figshare.1464916
title: Oral Health Knowledge, Attitude, and Practice of Patients Visiting a Private Hospital in Chennai
DOI: 10.5525/gla.researchdata.193
title: Investigating the effects of contacting functional oxide films
DOI: 10.5525/gla.researchdata.195
title: Electron energy loss spectroscopy of a chiral plasmonic structure.
DOI: 10.4231/d3vt1gq93
title: CuAlMn SMA ECC - Cast-in-Place Column Model (Cu-CIP)

description: Cu-CIP column model quarter scale cast-in-place using conventional reinforced concrete in the footing and top column body, and tensile-resilient ECC (Engineered Cementitious Composite) and CuAlMn SMA (Shape Memory Alloy) in the plastic hinge region. All column dimensions and reinforcement were compliant with the 2011 AASHTO Guide Specifications for LRFD Seismic Bridge design (AASHTO, 2011). The longitudinal and transverse steel were proportioned to be around typical values used for reinforced concrete bridge columns. The 228 component of the Rinaldi Receiving Station (RRS) record of the Northridge Earthquake was used for shake table tests. The design ground motion was determined based on the 5%-damped spectral ordinate for a period equal to the effective period. Time scale has been compressed by a factor of 0.5 to account for the geometric scale of the column model. Column geometry: 63.5 inch height, 14 inch column diameter, 4.5 aspect ratio, 60 kip axial load, 6.5% axial load index, 1.24% longitudinal steel ratio, 1.03% transverse steel ratio. Mass rig frame & blocks together equal 60 kip inertia mass.
DOI: 10.5281/zenodo.19164
title: Popart Virtual Dataset - Levallois Town Hall

description: This dataset contains a CG world with 3D renderings to evaluate 3D reconstruction and camera tracking softwares.
DOI: 10.4231/d33b5w893
title: Cu SMA Reinforced ECC Plastic Hinge - Reassembled Column Test (CE-R)

description: Column model quarter scale precast plastic hinge using conventional reinforced concrete in the footing and top column body, and tensile-resilient ECC (Engineered Cementitious Composite) and unbonded CuAlMn superelastic SMA (Shape Memory Alloy) in the plastic hinge base element. Column dimensions and reinforcement followed the 2011 AASHTO Guide Specifications for LRFD Seismic Bridge design when possible. The base element's longitudinal and transverse steel were proportioned to be around typical values used for reinforced concrete bridge columns. The confinement and reinforcement in the upper column body were proportioned to avoid damage in this element. The 228 component of the Rinaldi Receiving Station (RRS) record of the Northridge Earthquake was used for shake table tests. The design ground motion was determined based on the 5%-damped spectral ordinate for a period equal to the effective period. Time scale has been compressed by a factor of 0.5 to account for the geometric scale of the column model. Column geometry: 63.5 inch height, 12 inch column diameter at base, 4.5 aspect ratio, 60 kip axial load, axial load index 12.3%, 1.46% longitudinal SMA reinforcement ratio, 2.69% transverse steel ratio. Mass rig frame & blocks together equal 60 kip inertia mass.
DOI: 10.4231/d3736m34b
title: Cu SMA Reinforced ECC Plastic Hinge - Column test (CE)

description: Column model quarter scale precast plastic hinge using conventional reinforced concrete in the footing and top column body, and tensile-resilient ECC (Engineered Cementitious Composite) and unbonded CuAlMn superelastic SMA (Shape Memory Alloy) in the plastic hinge base element. Column dimensions and reinforcement followed the 2011 AASHTO Guide Specifications for LRFD Seismic Bridge design when possible. The base element's longitudinal and transverse steel were proportioned to be around typical values used for reinforced concrete bridge columns. The confinement and reinforcement in the upper column body were proportioned to avoid damage in this element. The 228 component of the Rinaldi Receiving Station (RRS) record of the Northridge Earthquake was used for shake table tests. The design ground motion was determined based on the 5%-damped spectral ordinate for a period equal to the effective period. Time scale has been compressed by a factor of 0.5 to account for the geometric scale of the column model. Column geometry: 63.5 inch height, 12 inch column diameter at base, 4.5 aspect ratio, 60 kip axial load, axial load index 12.3%, 1.46% longitudinal SMA reinforcement ratio, 2.69% transverse steel ratio. Mass rig frame & blocks together equal 60 kip inertia mass.
DOI: 10.4231/d3bv79w78
title: NiTi SMA Reinforced Rubber Plastic Hinge - Reassembled Column Test (NR-R)

description: Column model quarter scale precast plastic hinge using conventional reinforced concrete in the footing and top column body, and rotational rubber and unbonded Nickel-Titanium superelastic SMA (Shape Memory Alloy) in the plastic hinge base element. Column dimensions and reinforcement followed the 2011 AASHTO Guide Specifications for LRFD Seismic Bridge design when possible. The base element's longitudinal and transverse steel were proportioned to be around typical values used for reinforced concrete bridge columns. The confinement and reinforcement in the upper column body were proportioned to avoid damage in this element. The 228 component of the Rinaldi Receiving Station (RRS) record of the Northridge Earthquake was used for shake table tests. The design ground motion was determined based on the 5%-damped spectral ordinate for a period equal to the effective period. Time scale has been compressed by a factor of 0.5 to account for the geometric scale of the column model. Column geometry: 63.5 inch height, 12 inch column diameter at base, 4.5 aspect ratio, 60 kip axial load, 1.16% longitudinal SMA ratio. Mass rig frame & blocks together equal 60 kip inertia mass.
DOI: 10.4231/d3gh9b99k
title: NiTi SMA Reinforced Rubber Plastic Hinge - Column test (NR)

description: Column model quarter scale precast plastic hinge using conventional reinforced concrete in the footing and top column body, and rotational rubber and unbonded Nickel-Titanium superelastic SMA (Shape Memory Alloy) in the plastic hinge base element. Column dimensions and reinforcement followed the 2011 AASHTO Guide Specifications for LRFD Seismic Bridge design when possible. The base element's longitudinal and transverse steel were proportioned to be around typical values used for reinforced concrete bridge columns. The confinement and reinforcement in the upper column body were proportioned to avoid damage in this element. The 228 component of the Rinaldi Receiving Station (RRS) record of the Northridge Earthquake was used for shake table tests. The design ground motion was determined based on the 5%-damped spectral ordinate for a period equal to the effective period. Time scale has been compressed by a factor of 0.5 to account for the geometric scale of the column model. Column geometry: 63.5 inch height, 12 inch column diameter at base, 4.5 aspect ratio, 60 kip axial load, 1.16% longitudinal SMA ratio. Mass rig frame & blocks together equal 60 kip inertia mass.
DOI: 10.4231/d3m90242d
title: NiTi SMA Reinforced ECC Plastic Hinge - Reassembled Column Test (NE-R)

description: Initial testing conducted, then column, hinge element, and footing were disassembled and then reassembled to be tested again. Column model quarter scale precast plastic hinge using conventional reinforced concrete in the footing and top column body, and tensile-resilient ECC (Engineered Cementitious Composite) and unbonded Nickel-Titanium superelastic SMA (Shape Memory Alloy) in the plastic hinge base element. Column dimensions and reinforcement followed the 2011 AASHTO Guide Specifications for LRFD Seismic Bridge design when possible. The base element's longitudinal and transverse steel were proportioned to be around typical values used for reinforced concrete bridge columns. The confinement and reinforcement in the upper column body were proportioned to avoid damage in this element. The 228 component of the Rinaldi Receiving Station (RRS) record of the Northridge Earthquake was used for shake table tests. The design ground motion was determined based on the 5%-damped spectral ordinate for a period equal to the effective period. Time scale has been compressed by a factor of 0.5 to account for the geometric scale of the column model. Column geometry: 63.5 inch height, 12 inch column diameter at base, 4.5 aspect ratio, 60 kip axial load, 12.3% axial load index, 1.16% longitudinal SMA ratio, 2.69% transverse steel ratio. Mass rig frame & blocks together equal 60 kip inertia mass.
DOI: 10.4231/d3r20rx58
title: NiTi SMA Reinforced ECC Plastic Hinge - Column test (NE)

description: Column model quarter scale precast plastic hinge using conventional reinforced concrete in the footing and top column body, and tensile-resilient ECC (Engineered Cementitious Composite) and unbonded Nickel-Titanium superelastic SMA (Shape Memory Alloy) in the plastic hinge base element. Column dimensions and reinforcement followed the 2011 AASHTO Guide Specifications for LRFD Seismic Bridge design when possible. The base element's longitudinal and transverse steel were proportioned to be around typical values used for reinforced concrete bridge columns. The confinement and reinforcement in the upper column body were proportioned to avoid damage in this element. The 228 component of the Rinaldi Receiving Station (RRS) record of the Northridge Earthquake was used for shake table tests. The design ground motion was determined based on the 5%-damped spectral ordinate for a period equal to the effective period. Time scale has been compressed by a factor of 0.5 to account for the geometric scale of the column model. Column geometry: 63.5 inch height, 12 inch column diameter at base, 4.5 aspect ratio, 60 kip axial load, 12.3% axial load index, 1.16% longitudinal SMA ratio, 2.69% transverse steel ratio. Mass rig frame & blocks together equal 60 kip inertia mass.
DOI: 10.5287/bodleian:xp68kg919
title: Speech, Thought and Writing Presentation Corpus

description: A dataset created in order to test, refine and explore a system of categorization of speech and thought presentation for English narrative texts, based on the one informally described in 'Style in Fiction', Leech and Short, 1981.
DOI: 10.5525/gla.researchdata.198
title: Acoustic suppression of the coffee-ring effect.

description: We study the influence of acoustic fields on the evaporative self-assembly of solute particles suspended inside sessile droplets of complex fluids. The self-assembly process often results in an undesirable ring-like heterogeneous residue, a phenomenon known as the coffee-ring effect. Here we show that this ring-like self-assembly can be controlled acoustically to form homogeneous disc-like or concentrated spot-like residues. The principle of our method lies in the formation of dynamic patterns of particles in acoustically excited droplets, which inhibits the evaporation-driven convective transport of particles towards the contact line. We elucidate the mechanisms of this pattern formation and also obtain conditions for the suppression of the coffee-ring effect. Our results provide a more general solution to suppress the coffee-ring effect without any physiochemical modification of the fluids, the particles or the surface, thus potentially useful in a broad range of industrial and analytical applications that require homogenous solute depositions.
DOI: 10.5281/zenodo.19150
title: Cortical Idiosyncrasies Predict The Perception Of Object Size

description: This archive contains preprocessed pRF data from our manuscript "Cortical idiosyncrasies predict the perception of object size" (originally name "Mapping the subjective experience of object size"). This has been published in Nature Communications in 2016: http://www.nature.com/ncomms/2016/160630/ncomms12110/full/ncomms12110.html. Stimulus presentation and data analysis code is available on FigShare: https://dx.doi.org/10.6084/m9.figshare.1579442.v5