cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.4121/12705737
title: BPI Challenge 2017 - Offer log

description: This event log pertains to a loan application process of a Dutch financial institute. The data contains all offers made for an accepted application in the event log 10.4121/uuid:5f3067df-f10b-45da-b98b-86ae4c7a310b. All of the events in this log are also in the BPI Challenge 2017 event log (10.4121/uuid:5f3067df-f10b-45da-b98b-86ae4c7a310b). This subset is provided for convenience and the IDs are persistent between the two datasets. Parent item: BPI Challenge 2017 This event log pertains to a loan application process of a Dutch financial institute. The data contains all applications filed trough an online system in 2016 and their subsequent events until February 1st 2017, 15:11. The company providing the data and the process under consideration is the same as doi:10.4121/uuid:3926db30-f712-4394-aebc-75976070e91f. However, the system supporting the process has changed in the meantime. In particular, the system now allows for multiple offers per application. These offers can be tracked through their IDs in the log.
DOI: 10.4121/14068553.v1
title: Supplementary data for the paper 'External human-machine interfaces: Effects of message perspective'

description: Future automated vehicles may be equipped with external Human-Machine Interfaces (eHMIs). Currently, little is known about the effect of the perspective of the eHMI message on crossing decisions of pedestrians. We performed an experiment to examine the effects of images depicting eHMI messages of different perspectives (egocentric from the pedestrian’s point of view: WALK, DON’T WALK, allocentric: BRAKING, DRIVING, and ambiguous: GO, STOP) on participants’ (<em>N</em> = 103) crossing decisions, response times, and eye movements. Considering that crossing the road can be cognitively demanding, we added a memory task in two-thirds of the trials. The results showed that egocentric messages yielded higher subjective clarity ratings than the other messages as well as higher objective clarity scores (i.e., more uniform crossing decisions) and faster response times than the allocentric BRAKING and the ambiguous STOP. When participants were subjected to the memory task, pupil diameter increased, and crossing decisions were reached faster as compared to trials without memory task. Regarding the ambiguous messages, most participants crossed for the GO message and did not cross for the STOP message, which points towards an egocentric perspective taken by the participant. More lengthy text messages (e.g., DON’T WALK) yielded a higher number of saccades but did not cause slower response times. We conclude that pedestrians find egocentric eHMI messages clearer than allocentric ones, and take an egocentric perspective if the message is ambiguous. Our results may have important implications, as the consensus among eHMI researchers appears to be that egocentric text-based eHMIs should not be used in traffic.
DOI: 10.4121/14068553
title: Supplementary data for the paper 'External human-machine interfaces: Effects of message perspective'

description: Future automated vehicles may be equipped with external Human-Machine Interfaces (eHMIs). Currently, little is known about the effect of the perspective of the eHMI message on crossing decisions of pedestrians. We performed an experiment to examine the effects of images depicting eHMI messages of different perspectives (egocentric from the pedestrian’s point of view: WALK, DON’T WALK, allocentric: BRAKING, DRIVING, and ambiguous: GO, STOP) on participants’ (<em>N</em> = 103) crossing decisions, response times, and eye movements. Considering that crossing the road can be cognitively demanding, we added a memory task in two-thirds of the trials. The results showed that egocentric messages yielded higher subjective clarity ratings than the other messages as well as higher objective clarity scores (i.e., more uniform crossing decisions) and faster response times than the allocentric BRAKING and the ambiguous STOP. When participants were subjected to the memory task, pupil diameter increased, and crossing decisions were reached faster as compared to trials without memory task. Regarding the ambiguous messages, most participants crossed for the GO message and did not cross for the STOP message, which points towards an egocentric perspective taken by the participant. More lengthy text messages (e.g., DON’T WALK) yielded a higher number of saccades but did not cause slower response times. We conclude that pedestrians find egocentric eHMI messages clearer than allocentric ones, and take an egocentric perspective if the message is ambiguous. Our results may have important implications, as the consensus among eHMI researchers appears to be that egocentric text-based eHMIs should not be used in traffic.
DOI: 10.4121/12845870.v1
title: On-chip integration of Si/SiGe based quantum dots and switched-capacitor circuits

description: Data underlying the publication: On-chip integration of Si/SiGe based quantum dots and switched-capacitor circuits
DOI: 10.4121/12845870.v2
title: On-chip integration of Si/SiGe based quantum dots and switched-capacitor circuits

description: Data underlying the publication: On-chip integration of Si/SiGe based quantum dots and switched-capacitor circuits
DOI: 10.4121/12845870
title: On-chip integration of Si/SiGe based quantum dots and switched-capacitor circuits

description: Data underlying the publication: On-chip integration of Si/SiGe based quantum dots and switched-capacitor circuits
DOI: 10.4121/uuid:5bb2c901-9b1b-4a43-a2fe-11cd3d1d0c52
title: Supporting data for Core Testing Method to Assess Nonlinear Behavior of Brick Masonry under Compression: A Comparative Experimental Study

description: This study investigates the applicability of the core testing method to assess the complete nonlinear behavior of masonry in compression. A comparative experimental approach was taken, where cylindrical cores with diameter of 100 and 150 mm as well as wallets of the same materials were subjected to the compressive loading. In total seven different masonry objects were investigated. A detailed information regarding the compression properties of each object is provided.
DOI: 10.4121/12696266.v2
title: Supporting data for Core Testing Method to Assess Nonlinear Behavior of Brick Masonry under Compression: A Comparative Experimental Study

description: This study investigates the applicability of the core testing method to assess the complete nonlinear behavior of masonry in compression. A comparative experimental approach was taken, where cylindrical cores with diameter of 100 and 150 mm as well as wallets of the same materials were subjected to the compressive loading. In total seven different masonry objects were investigated. A detailed information regarding the compression properties of each object is provided.
DOI: 10.4121/12696266
title: Supporting data for Core Testing Method to Assess Nonlinear Behavior of Brick Masonry under Compression: A Comparative Experimental Study

description: This study investigates the applicability of the core testing method to assess the complete nonlinear behavior of masonry in compression. A comparative experimental approach was taken, where cylindrical cores with diameter of 100 and 150 mm as well as wallets of the same materials were subjected to the compressive loading. In total seven different masonry objects were investigated. A detailed information regarding the compression properties of each object is provided.
DOI: 10.4121/uuid:63bad069-2d7c-4e4d-9f91-c41b29605fc7
title: Supporting data for: Core Testing Method to Assess Nonlinear Shear-Sliding Behaviour of Brick-Mortar Interfaces: A Comparative Experimental Study

description: In this study, tests on cores and companion tests on triplets are compared with respect to the evaluation of the nonlinear shear-sliding behaviour of masonry, including the determination of post-peak softening response. Due to its slightly-destructive sampling nature and its good agreement with triplet results, the core testing method is confirmed to be a competitive technique for the in-situ assessment of the cohesion, friction coefficient, and shear modulus of mortar. Additionally, the comparisons in terms of dilatancy and energy dissipation, novel aspects with respect to previous studies, provide interesting insights for further research on the cohesive and frictional mechanisms occurring at brick-mortar interfaces.
DOI: 10.4121/12697364.v2
title: Supporting data for: Core Testing Method to Assess Nonlinear Shear-Sliding Behaviour of Brick-Mortar Interfaces: A Comparative Experimental Study

description: In this study, tests on cores and companion tests on triplets are compared with respect to the evaluation of the nonlinear shear-sliding behaviour of masonry, including the determination of post-peak softening response. Due to its slightly-destructive sampling nature and its good agreement with triplet results, the core testing method is confirmed to be a competitive technique for the in-situ assessment of the cohesion, friction coefficient, and shear modulus of mortar. Additionally, the comparisons in terms of dilatancy and energy dissipation, novel aspects with respect to previous studies, provide interesting insights for further research on the cohesive and frictional mechanisms occurring at brick-mortar interfaces.
DOI: 10.4121/12697364
title: Supporting data for: Core Testing Method to Assess Nonlinear Shear-Sliding Behaviour of Brick-Mortar Interfaces: A Comparative Experimental Study

description: In this study, tests on cores and companion tests on triplets are compared with respect to the evaluation of the nonlinear shear-sliding behaviour of masonry, including the determination of post-peak softening response. Due to its slightly-destructive sampling nature and its good agreement with triplet results, the core testing method is confirmed to be a competitive technique for the in-situ assessment of the cohesion, friction coefficient, and shear modulus of mortar. Additionally, the comparisons in terms of dilatancy and energy dissipation, novel aspects with respect to previous studies, provide interesting insights for further research on the cohesive and frictional mechanisms occurring at brick-mortar interfaces.
DOI: 10.4121/13578359.v1
title: Supplementary data for the manuscript entitled: ‘Tibetan Plateau precipitation modulated by the periodically-coupled Westerlies and Asian monsoon’

description: the reconstructed MAP and MAT record based on pollen assemblages from Kusai Lake sediment.
DOI: 10.4121/13578359
title: Supplementary data for the manuscript entitled: ‘Tibetan Plateau precipitation modulated by the periodically-coupled Westerlies and Asian monsoon’

description: the reconstructed MAP and MAT record based on pollen assemblages from Kusai Lake sediment.
DOI: 10.4121/12681368.v2
title: Efficient RailML Formalization of Railway Interlocking Data

description: An XML database of railway interlocking data is provided which efficiently represent the topology and the logic of interlocking systems. The database has been formalized in a standard format widely used in railways, i.e. RailML. Differently from the other previouly proposed interlocking databases, our approach is able to completely map interlocking systems, removing data redundancy and standardizing its representation. The dataset contains the documentation, the xsd and an example database relative to the Dutch station Santpoort-Noord
DOI: 10.4121/uuid:1918e49d-8c0d-410b-b5e8-e8149d30fd68
title: Efficient RailML Formalization of Railway Interlocking Data

description: An XML database of railway interlocking data is provided which efficiently represent the topology and the logic of interlocking systems. The database has been formalized in a standard format widely used in railways, i.e. RailML. Differently from the other previouly proposed interlocking databases, our approach is able to completely map interlocking systems, removing data redundancy and standardizing its representation. The dataset contains the documentation, the xsd and an example database relative to the Dutch station Santpoort-Noord
DOI: 10.4121/12681368
title: Efficient RailML Formalization of Railway Interlocking Data

description: An XML database of railway interlocking data is provided which efficiently represent the topology and the logic of interlocking systems. The database has been formalized in a standard format widely used in railways, i.e. RailML. Differently from the other previouly proposed interlocking databases, our approach is able to completely map interlocking systems, removing data redundancy and standardizing its representation. The dataset contains the documentation, the xsd and an example database relative to the Dutch station Santpoort-Noord
DOI: 10.4121/13838489.v1
title: Supporting information for: Interaction between oxygen consumption and carbon dioxide emission in a subtropical hypoxic reservoir, southeastern China

description: <b>Measured data for the study on Interaction between oxygen consumption and carbon dioxide emission in a subtropical hypoxic reservoir</b><b>, southeastern China</b>
DOI: 10.4121/13838489
title: Supporting information for: Interaction between oxygen consumption and carbon dioxide emission in a subtropical hypoxic reservoir, southeastern China

description: <b>Measured data for the study on Interaction between oxygen consumption and carbon dioxide emission in a subtropical hypoxic reservoir</b><b>, southeastern China</b>
DOI: 10.4121/uuid:f26fed82-5af5-4dc7-924f-d7ebfd06fddf
title: Planform changes and overbank flow in meandering rivers: The river Allier (France)

description: Background data used to calculate meandring of the river Allier, a tributary of the river Loire between Varenne-sur-Allier and Moulins, France. Dataset contains field observations, discharges and maps of this river. An explanation about the values in the excel sheets can be found in the related publication: "Planform changes and overbank flow in meandering rivers: The river Allier".
DOI: 10.4121/12718709.v2
title: Planform changes and overbank flow in meandering rivers: The river Allier (France)

description: Background data used to calculate meandring of the river Allier, a tributary of the river Loire between Varenne-sur-Allier and Moulins, France. Dataset contains field observations, discharges and maps of this river. An explanation about the values in the excel sheets can be found in the related publication: "Planform changes and overbank flow in meandering rivers: The river Allier".<br>Contributors:Crosato, A. (Alessandra) [orcid:0000-0001-9531-005X]; Vriend, H.J. de;<br>Wang, Z.B.
DOI: 10.4121/12718709
title: Planform changes and overbank flow in meandering rivers: The river Allier (France)

description: Background data used to calculate meandring of the river Allier, a tributary of the river Loire between Varenne-sur-Allier and Moulins, France. Dataset contains field observations, discharges and maps of this river. An explanation about the values in the excel sheets can be found in the related publication: "Planform changes and overbank flow in meandering rivers: The river Allier".<br>Contributors:Crosato, A. (Alessandra) [orcid:0000-0001-9531-005X]; Vriend, H.J. de;<br>Wang, Z.B.
DOI: 10.4121/uuid:8f159c26-5f32-4a12-86f5-6f73c50f2858
title: Laboratory experiment of a mixed-sediment Gilbert delta under varying base level

description: The objective of the present study is to provide detailed data from a laboratory experiment on how the stratigraphy of a Gilbert delta deposit is affected by a temporal variation in sea level. The experiment was conducted in the Water Lab of the Department of Hydraulic Engineering of Delft University of Technology. The flume has an effective length of 14.2 m and a width of 40 cm. Three wellsorted grain size fractions were used: 0.8-1.2 mm, 1.7-2.5 mm, and 3-5 mm. The volume fractions of the three grain sizes in the mixture fed to the flume were 0.50, 0.35, and 0.15, respectively. The grains were painted blue, red, and yellow, respectively, using a concrete mixer. The discharge was set at 9.8 l/s. The Froude number at the brinkpoint was equal to 0.42.
DOI: 10.4121/12707480.v2
title: Laboratory experiment of a mixed-sediment Gilbert delta under varying base level

description: The objective of the present study is to provide detailed data from a laboratory experiment on how the stratigraphy of a Gilbert delta deposit is affected by a temporal variation in sea level. The experiment was conducted in the Water Lab of the Department of Hydraulic Engineering of Delft University of Technology. The flume has an effective length of 14.2 m and a width of 40 cm. Three wellsorted grain size fractions were used: 0.8-1.2 mm, 1.7-2.5 mm, and 3-5 mm. The volume fractions of the three grain sizes in the mixture fed to the flume were 0.50, 0.35, and 0.15, respectively. The grains were painted blue, red, and yellow, respectively, using a concrete mixer. The discharge was set at 9.8 l/s. The Froude number at the brinkpoint was equal to 0.42.
DOI: 10.4121/12707480
title: Laboratory experiment of a mixed-sediment Gilbert delta under varying base level

description: The objective of the present study is to provide detailed data from a laboratory experiment on how the stratigraphy of a Gilbert delta deposit is affected by a temporal variation in sea level. The experiment was conducted in the Water Lab of the Department of Hydraulic Engineering of Delft University of Technology. The flume has an effective length of 14.2 m and a width of 40 cm. Three wellsorted grain size fractions were used: 0.8-1.2 mm, 1.7-2.5 mm, and 3-5 mm. The volume fractions of the three grain sizes in the mixture fed to the flume were 0.50, 0.35, and 0.15, respectively. The grains were painted blue, red, and yellow, respectively, using a concrete mixer. The discharge was set at 9.8 l/s. The Froude number at the brinkpoint was equal to 0.42.
DOI: 10.4121/uuid:27d24c66-1bd0-4e6d-86dd-4a4b8871d8d8
title: Supporting data for: Experimental investigation of the in-plane cyclic behaviour of calcium silicate brick masonry walls

description: This dataset collects the experimental results of quasi-static cyclic tests on calcium silicate (CS) element masonry walls tested at TU Delft in 2015/16. The tested specimens resemble the walls that can be found in Dutch terraced houses typically built after 1960 in the Groningen province, which is currently subjected to induced seismicity. The tests can be used as benchmarks for the validation of numerical models used to assess the seismic vulnerability of unreinforced masonry buildings.
DOI: 10.4121/12683366.v2
title: Supporting data for: Experimental investigation of the in-plane cyclic behaviour of calcium silicate brick masonry walls

description: This dataset collects the experimental results of quasi-static cyclic tests on calcium silicate (CS) element masonry walls tested at TU Delft in 2015/16. The tested specimens resemble the walls that can be found in Dutch terraced houses typically built after 1960 in the Groningen province, which is currently subjected to induced seismicity. The tests can be used as benchmarks for the validation of numerical models used to assess the seismic vulnerability of unreinforced masonry buildings.
DOI: 10.4121/12683366.v3
title: Supporting data for: Experimental investigation of the in-plane cyclic behaviour of calcium silicate brick masonry walls

description: This dataset collects the experimental results of quasi-static cyclic tests on calcium silicate (CS) element masonry walls tested at TU Delft in 2015/16. The tested specimens resemble the walls that can be found in Dutch terraced houses typically built after 1960 in the Groningen province, which is currently subjected to induced seismicity. The tests can be used as benchmarks for the validation of numerical models used to assess the seismic vulnerability of unreinforced masonry buildings.
DOI: 10.4121/12683366
title: Supporting data for: Experimental investigation of the in-plane cyclic behaviour of calcium silicate brick masonry walls

description: This dataset collects the experimental results of quasi-static cyclic tests on calcium silicate (CS) element masonry walls tested at TU Delft in 2015/16. The tested specimens resemble the walls that can be found in Dutch terraced houses typically built after 1960 in the Groningen province, which is currently subjected to induced seismicity. The tests can be used as benchmarks for the validation of numerical models used to assess the seismic vulnerability of unreinforced masonry buildings.
DOI: 10.4121/12708575.v2
title: Supporting data for: Cyclic quasi-static test on calcium silicate element masonry assemblage (TUD_BUILD-2)

description: This dataset collects the experimental results of a quasi-static cyclic test on a calcium silicate (CS) element masonry assemblage tested at TU Delft in 2017/18. The tested specimen resembles a two-storey Dutch terraced house typically built after 1980 in the Groningen region currently subjected to induced seismicity. The test can be used as benchmark for the validation of analysis methods to assess the seismic vulnerability of buildings.
DOI: 10.4121/uuid:9b52a971-6cd3-402e-a496-81d01e32604e
title: Supporting data for: Cyclic quasi-static test on calcium silicate element masonry assemblage (TUD_BUILD-2)

description: This dataset collects the experimental results of a quasi-static cyclic test on a calcium silicate (CS) element masonry assemblage tested at TU Delft in 2017/18. The tested specimen resembles a two-storey Dutch terraced house typically built after 1980 in the Groningen region currently subjected to induced seismicity. The test can be used as benchmark for the validation of analysis methods to assess the seismic vulnerability of buildings.
DOI: 10.4121/12708575
title: Supporting data for: Cyclic quasi-static test on calcium silicate element masonry assemblage (TUD_BUILD-2)

description: This dataset collects the experimental results of a quasi-static cyclic test on a calcium silicate (CS) element masonry assemblage tested at TU Delft in 2017/18. The tested specimen resembles a two-storey Dutch terraced house typically built after 1980 in the Groningen region currently subjected to induced seismicity. The test can be used as benchmark for the validation of analysis methods to assess the seismic vulnerability of buildings.
DOI: 10.4121/13721104.v1
title: Data underlying the publication: Experiments on floating bed rotating drums using magnetic particle tracking

description: Magnetic Particle Tracking (MPT) was employed to study a rotating drum filled with cork particles, using both air and water as interstitial medium. This non-invasive monitoringtechnique allows for the tracking of both particle translation and rotation in dry granular and liquid-solid systems. The data set spans two interstitial media, two filling degrees and four rotational velocities. These well-defined experiments and in-depth characterisation performed in this work provide an excellent validation case for multi-phase flow models.
DOI: 10.4121/13721104
title: Data underlying the publication: Experiments on floating bed rotating drums using magnetic particle tracking

description: Magnetic Particle Tracking (MPT) was employed to study a rotating drum filled with cork particles, using both air and water as interstitial medium. This non-invasive monitoringtechnique allows for the tracking of both particle translation and rotation in dry granular and liquid-solid systems. The data set spans two interstitial media, two filling degrees and four rotational velocities. These well-defined experiments and in-depth characterisation performed in this work provide an excellent validation case for multi-phase flow models.