cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.4231/d3mc8rg5b
title: Phase 1: Fjord H120 - water depth h=1.2 m: Measurements of radial wave propagation, wave runup, landslide kinematics and deposit

description: The landslide tsunami generator (LTG) was deployed in the fjord scenario with a water depth of 1.2 m.  The fjord configuration consists of the LTG mounted to a ramp with an opposing headland ramp 5.52 m from the toe of the landslide ramp.  Both the landslide ramp and the opposing headland ramp were built at a slope of 1:2 (vertical:horizontal) or α = 27.1˚.  Wave gauges were strategically placed in the basin along rays at various angles from the landslide source to describe the tsunami wave angular dependence.  A hybrid system of runup wave gauges and camera recordings focused on the runup slope measured the wave runup.  The deformable landside material consisted of naturally rounded river gravel.  The landslide surface kinematics were recorded with a planar particle image velocimetry (PIV) setup.  The landslide deposit was scanned with a multi-transducer acoustic (MTA) array.
DOI: 10.6073/pasta/5461ef487ad956b4e080d77753bbd61c
title: North Temperate Lakes LTER Northern Highland Lake District Census 1990-2000
DOI: 10.6073/pasta/ea42d3f19eaac18bd6361c1d52308f0e
title: North Temperate Lakes LTER Northern Highland Lake District Land Use / Land Cover (1990s)
DOI: 10.6073/pasta/079ffab0d819e8da5025e06115d51023
title: North Temperate Lakes LTER Northern Highland Lake District Watersheds
DOI: 10.4231/d3mg7fv94
title: Multiple Shake Table Experiment of a Curved Bridge with Live Load

description: Current bridge design specifications have few requirements concerning the inclusion of live load in the seismic design of bridges for perhaps two reasons: 1) the likelihood of the full design live load occurring at the same time as the design earthquake is deemed to be very low, and 2) adverse behavior in an earthquake due to live load has not been observed in practice. However, with increasing congestion in major cities, the occurrence of the design earthquake at the same time as the design live load is now more likely than in the past. But little is known about the effect of live load on seismic response and this paper describes an experimental project that investigates this behavior. The experimental work included shake table testing of a 2/5th-scale model of a three-span, horizontally curved, steel girder bridge loaded with a series of representative trucks. The model spanned four shake tables each synchronously excited with scaled ground motions from the 1994 Northridge Earthquake. Observations from the experimental work show the presence of the live load had a beneficial effect on performance of this bridge, but this effect diminished with increasing amplitude of shaking. During the design earthquake, the bridge with live load was essentially elastic whereas the bridge without live load suffered some yielding and the maximum displacement at the top of the column was approximately 35% less in the live load case. Parameters used to measure performance included column displacement, abutment shear force, and degree of concrete spalling in the plastic hinge zones.
DOI: 10.6073/pasta/24b0374e287a7afa94113b9823472d5a
title: North Temperate Lakes LTER Yahara Lakes District Boundary
DOI: 10.6073/pasta/400ef364b81dd6ca2737be93685e215c
title: North Temperate Lakes LTER Vilas County Parcels
DOI: 10.6073/pasta/54730d4e0387158252ef6a02743fe43c
title: North Temperate Lakes LTER Vilas County Roads
DOI: 10.6073/pasta/71ae6b241807565dae02fdcd7acb7ea9
title: North Temperate Lakes LTER Vilas County Buildings
DOI: 10.6073/pasta/e313e0ea75d6ef2447dde10d111d348e
title: North Temperate Lakes LTER Northern Highland Lake District Wetlands
DOI: 10.5255/ukda-sn-7247-2
title: Scottish Health Survey, 2011
DOI: 10.6073/pasta/62f76907ae0f5d36dab78f1d9e5203c7
title: North Temperate Lakes LTER Yahara Lakes District Study Lakes
DOI: 10.6073/pasta/753ba294911c275d0c06f7f8ac0c9fa0
title: North Temperate Lakes LTER Wisconsin Estimated Secchi Depths
DOI: 10.6073/pasta/acbb58e0e1bba9cd4ffedd79ceb41b10
title: North Temperate Lakes LTER Yahara Lakes District Riparian Vegetation
DOI: 10.6073/pasta/c678acea431b5376d77425719defca74
title: North Temperate Lakes LTER Yahara Lakes District Land Use / Land Cover (1990s)
DOI: 10.6073/pasta/d0be08e525daa8e0e03db1a2036299e7
title: North Temperate Lakes LTER Yahara Lakes District Land Use / Land Cover (1930s)
DOI: 10.6073/pasta/d1c817a7f0c56145ea5acea907037c75
title: North Temperate Lakes LTER Yahara Lakes District Dane Wildland Urban Interface
DOI: 10.6073/pasta/dc8713d6d5dce7f2f41aad9a9e1e7628
title: North Temperate Lakes LTER Yahara Lakes District Bathymetry (10 foot intervals)
DOI: 10.6073/pasta/fc480662b7fe0456bb03cb77cb233aef
title: Above ground biomass in landslides
DOI: 10.6073/pasta/feaba12db56ab8f3209cf6750c826a20
title: North Temperate Lakes LTER Yahara Lakes District Land Use / Land Cover (1960s)
DOI: 10.4231/d3gq6r25d
title: Shake Table Testing of a Curved Bridge with Hybrid Isolation

description: Since these isolators are only used at the abutments, and monolithic or pinned connections remain at the piers, the technique is called hybrid isolation.
The objectives of this methodology are: 1) keep the column essentially elastic; 2) reduce the displacement demand of superstructure; and 3) minimize the pounding between the deck and the abutment. This technique is applicable to a wide range of bridges including those not suitable for full isolation, such as a bridge with a continuous superstructure that is monolithic with its piers. The application of hybrid isolation is suitable for both new bridges and retrofit work.
a series of shake table testings of a 2/5th, a three-span curved bridge model were conducted to investigate the response of bridges with hybrid isolation, and quantify the advantages and disadvantages of this approach in Large-Scale Structures laboratory at University of Nevada Reno.
DOI: 10.6073/pasta/2ac181dcfb0f02bb6e4875e4b090e631
title: Above ground biomass in landslides
DOI: 10.6073/pasta/5893817f25887b5a21a7f3b1dee421a5
title: Timber Harvesting Field Study in Western Massachusetts 2004-2005
DOI: 10.6073/pasta/7b267ca58c13e67d3ebed206bde02b53
title: 1830 Map of Land Cover and Cultural Features in Massachusetts
DOI: 10.6073/pasta/efcbbfb935068a13eee22d4073d371c0
title: Canopy LiDAR Measurements in Hemlock Removal Experiment at Harvard Forest 2005
DOI: 10.4231/d33b5w79n
title: Dynamic Testing of a Full Scale Highway Truss: Vertical Electrodynamic White Noise Shaker Excitation

description: The truss was excited in the vertical direction with band-limited white noise to simulate ambient excitation in the field. The generated white noise, amplified using an amplifier is imposed on the truss using the electro-dynamic shaker (VG-100 from Vibration Test Systems). In all of the tests the shaker location was constant. For each of the test configurations, data was collected for multiple repetetions of the same shaker excitations. The truss was subject to band limited white noise of 0-200 Hz.

In six of the tests, only a single direction (X, Y or Z) and either front of back panel were instrumented with 23 sensors. The seventh test was performed with the 18 sensors attached only on the lower chords front chord at six location in all 3 directions. Hence, data from this test was used to stitch together the other six tests to obtain complete 3 dimensional modal properties of the truss.The deployment of the sensors on the truss for each test is shown. In each test, the first channel was used to measure the input force excitation; modal hammer force or force transducer measurement located at the shaker and the other 23 channels were used to measure output acceleration at the nodes of the structure. Data was collected for 320 seconds at sampling frequencies of 512 Hz for the various sensor configurations.

 REFERENCE: Documents/Configuration file.doc for full information of test setup, data and damage cases
DOI: 10.5255/ukda-sn-7332-1
title: Understanding Society: Innovation Panel, Waves 1-5, 2008-2012: Secure Access, National Grid Reference (Easting, Northing, OSGRDIND)
DOI: 10.6073/pasta/0e6ca7d9ed9ee48aa5ceaa1c755f8548
title: USDC NOAA's National Climatic Data Center monthly average of maximum temperature (2 stations)
DOI: 10.6073/pasta/6ee83a63970aff48a20d38b596c2cba2
title: Canopy Trimming Experiment (CTE) plants greater than 1 centimeter diameter at breast height (DBH)
DOI: 10.6073/pasta/a3072259869d2eb1e909d37dd389dee7
title: USDC NOAA's National Climatic Data Center daily precipitation (5 stations)
DOI: 10.6073/pasta/b6d10f6c1481199b2c73c4607e4b3571
title: USDC NOAA's National Climatic Data Center daily precipitation (5 stations)
DOI: 10.6073/pasta/ccfa8d40a85e4df4c17bd3101ae73d43
title: Canopy Trimming Experiment (CTE) plant seedling measurements
DOI: 10.5255/ukda-sn-7382-1
title: Northern Ireland Police Recorded Injury Road Traffic Collision Data, 2011
DOI: 10.5255/ukda-sn-7383-1
title: Northern Ireland Police Recorded Injury Road Traffic Collision Data, 2012
DOI: 10.6073/pasta/276c2d4136d1c64afc0f26aae5f8045d
title: NADP/NTN precipitation chemistry data
DOI: 10.6073/pasta/359522234070abeed251da5541ba6bdd
title: Reproduction data for Lupinus perennis: BioCON :  Biodiversity, Elevated CO2, and N Enrichment
DOI: 10.6073/pasta/96af7f2c291c28c68a88b7098393b4c1
title: Root biomass data: BioCON :  Biodiversity, Elevated CO2, and N Enrichment
DOI: 10.6073/pasta/9ec3ae850a9c896700f13abf09f34f45
title: Reproduction data for Petalostemum villosum: BioCON :  Biodiversity, Elevated CO2, and N Enrichment
DOI: 10.6073/pasta/c7e7b30b57ae20efbcabddf1653faca1
title: Reproduction data for Solidago rigida: BioCON :  Biodiversity, Elevated CO2, and N Enrichment
DOI: 10.4225/08/520ce84f94dab
title: Parkes observations for project P456 semester 2005OCTS

description: A millisecond pulsar timing array
DOI: 10.4225/08/5214b1afab88d
title: Parkes observations for project P456 semester 2008OCTS

description: The Parkes Pulsar Timing Array (PPTA) project has three primary goals: (a) detection of gravitational waves from astronomical sources, (b) establishment of a pulsar timescale, and (c) improvement of our understanding of Solar-system dynamics. There are many secondary goals, some astrophysical and some instrumental/technique oriented. Achievement of these ambitious primary goals requires frequent observations of at least 20 MSPs at two or preferably three widely spaced frequencies over several years. We wish to continue observing the PPTA sample at intervals of 2-3 weeks using both the 10/50cm and Multibeam receivers. The digital filterbanks (PDFB2, PDFB3) and the baseband systems (CPSR2; APSR soon) are used for data recording. With the new instruments and development of an efficient pipeline processing system, we are getting the world's best pulsar timing precision, with four pulsars having rms residuals of less than 200 ns and more than half less than 1 microsecond. We are collaborating with the European and North American pulsar timing array groups (EPTA and NANOGrav, respectively) to obtain more frequent observations and a larger pulsar sample. Because of the high sensitivity and wide bandwidths required, RFI mitigation is an important part of the project.
DOI: 10.6073/pasta/972b368ab9d776e2ac64904119c74f24
title: Plant species percent cover data: BioCON :  Biodiversity, Elevated CO2, and N Enrichment
DOI: 10.6073/pasta/9bf8b54f4dc5a98d67b611ca5c546ba3
title: Plant aboveground biomass carbon and nitrogen: BioCON :  Biodiversity, Elevated CO2, and N Enrichment
DOI: 10.5887/uogrdr/10864/10445
title: Video Observation of Infection Control Practices in Veterinary Clinics and a Petting Zoo, with Emphasis on Hand Hygiene and Interventions to Improve Hand Hygiene Compliance, Southwestern and Eastern, Ontario [Canada] 2010-11-11 to 2011-12-19
title: Video observation of sharps handling and infection control practices during routine companion animal appointments; Video observation of hand hygiene practices during routine companion animal appointments and the effect of a poster intervention on hand hygiene compliance

description: Infection control and particularly hand hygiene in veterinary clinics is important for preventing pathogen spread between patients, staff and the public. There has been no direct evaluation of the use of many basic infection control practices, including sharps handling, environmental cleaning, and personal protective clothing (PPC), in companion animal clinics, and there is also little information available regarding hand hygiene frequency and technique used in such settings. The objectives of this study were to describe these and other infection control practices associated with routine companion animal appointments in veterinary clinics in Ontario, and the effectiveness of a poster campaign to improve hand hygiene compliance. Video observation of various infection control practices in 47 veterinary clinics found that poor sharps handling practices were common, yet only one needlestick injury was observed. Exam tables were cleaned following 76% (2015/2646) of appointments, and contact time with spray used to do so ranged from 0-4611s (mean 39s, median 9s). Appropriate personal protective clothing was worn for 72% (3518/4903) of staff-animal contacts. Video observation of hand hygiene practices in 38 veterinary clinics found overall hand hygiene compliance was 14% (1473/10894). Soap and water was used for 87% (1182/1353) of observed hand hygiene attempts with a mean contact time of 4s (median 2s, range 1-49s). The hand hygiene poster campaign had no significant effect on compliance.
DOI: 10.6073/pasta/11618becd0ca066d2cb0aedf24fa91b6
title: Year 2004, meteorological data, 15 minute intervals, from weather station located at the Governor's Academy located in Byfield, MA.
DOI: 10.6073/pasta/24d2037db24581b2d6186c894d17df72
title: Year 2007, meteorological data, 15 minute intervals, from weather station located at the Governor's Academy, Byfield, MA then moved to MBL Marshview Farm, Newbury, MA.
DOI: 10.6073/pasta/55b96197512f2df77562d85f4055670b
title: Year 2006, meteorological data, 15 minute intervals, from weather station located at the Governor's Academy located in Byfield, MA.
DOI: 10.6073/pasta/77a805536619c0bab5d431db72f357f1
title: Year 2005, meteorological data, 15 minute intervals, from weather station located at the Governor's Academy located in Byfield, MA.
DOI: 10.6073/pasta/cb23097fefc6beffdcb3c0f8cfdefee5
title: Year 2003, meteorological data, 15 minute intervals, from weather station located at the Governor's Academy located in Byfield, MA.
DOI: 10.6073/pasta/fff7d094e72feae2a9559c072235a1dc
title: Year 2002, meteorological data, 15 minute intervals, from weather station located at the Governor's Academy located in Byfield, MA.
DOI: 10.4225/08/52042a1904b5a
title: Parkes observations for project P268 semester 1997AUGT

description: Pulsar multibeam survey
DOI: 10.5061/dryad.c5m42/1
title: codon_all_genes

description: Nexus file for the codon-based analyses.
DOI: 10.5061/dryad.c5m42/2
title: Dryad_BASEML_results_summary

description: Outputs from BASEML runs (part of the PAML package).
DOI: 10.5061/dryad.c5m42/3
title: Dryad_CODEML_results_summary

description: Outputs from CODEML (part of the PAML package).
DOI: 10.5061/dryad.c5m42/4
title: nucleotide_all_data

description: Nexus file for nucleotide-model based analyes (including a block of recoded indels).
DOI: 10.6073/pasta/1a4d06b7f6a413faa4d07be65c0c062f
title: Year 2011, January to September, wind sensor data, 15 minute intervals, from the Ipswich Bay Yacht Club pier located in Ipswich, MA
DOI: 10.6073/pasta/1f9a64e18536ccb0ceb0669e6b855bb1
title: Reproduction data for grasses: BioCON :  Biodiversity, Elevated CO2, and N Enrichment
DOI: 10.6073/pasta/3539e501741a74b131910e821f3e3a3f
title: Reproduction data for Lespedeza capitata: BioCON :  Biodiversity, Elevated CO2, and N Enrichment
DOI: 10.6073/pasta/37dac9c05b3adc731c59fe8ab5e1c9b0
title: Year 2012, meteorological data, 15 minute intervals, from the Marshview Farm weather station located in Newbury, MA
DOI: 10.6073/pasta/44664fd981d9d82e48b8cd525cdfe853
title: Year 2009, meteorological data, 15 minute intervals, from the MBL Marshview Farm weather station located in Newbury, MA
DOI: 10.6073/pasta/45ad6852457e94c4406f6526c3be09ef
title: Soil moisture: BioCON :  Biodiversity, Elevated CO2, and N Enrichment
DOI: 10.6073/pasta/6d6ed0cc371de666ee1dde9a303294e0
title: Year 2010, meteorological data, 15 minute intervals, from the Marshview Farm weather station located in Newbury, MA
DOI: 10.6073/pasta/81285c673a03d4e24f58f2c9495b5b09
title: Soil pH: BioCON :  Biodiversity, Elevated CO2, and N Enrichment
DOI: 10.6073/pasta/a3ae7e5184e66b20407129dba8131408
title: Year 2011, meteorological data, 15 minute intervals, from the Marshview Farm weather station located in Newbury, MA
DOI: 10.6073/pasta/a5224b92730c99c149d34d22ffdf92e1
title: Year 2008, meteorological data, 15 minute intervals, from the MBL Marshview Farm weather station located in Newbury, MA
DOI: 10.6073/pasta/af2960accb558a51823d5d0d568236d8
title: Year 2010, wind sensor data, 15 minute intervals, from the Ipswich Bay Yacht Club pier located in Ipswich, MA
DOI: 10.6073/pasta/d883a181461eecfd86be09ccdb2f5ad6
title: Daily meteorological data (2000-2012) from PIE LTER weather stations located in Byfield/Newbury, MA
DOI: 10.6073/pasta/fbbf93ba387d0a3995169015e3682430
title: Root carbon/nitrogen data: BioCON :  Biodiversity, Elevated CO2, and N Enrichment
DOI: 10.4225/08/52042a789c93d
title: Parkes observations for project P268 semester 1998JANT

description: Pulsar multibeam survey
DOI: 10.4225/08/52042aca559ce
title: Parkes observations for project P268 semester 1998SEPT

description: Pulsar multibeam survey
DOI: 10.4225/08/52042b1c274f8
title: Parkes observations for project P268 semester 1999MAYT

description: Pulsar multibeam survey
DOI: 10.4225/08/52042b6f62e10
title: Parkes observations for project P268 semester 2000MAYT

description: Pulsar multibeam survey
DOI: 10.4225/08/5204a786dfb2f
title: Parkes observations for project P268 semester 1998MAYT

description: Pulsar multibeam survey
DOI: 10.4225/08/5204a7dec46bd
title: Parkes observations for project P268 semester 1999JANT

description: Pulsar multibeam survey
DOI: 10.5061/dryad.c5m42/5
title: SI_Appendix1

description: PAMLparser, a Python script for organizing PAML outputs (from both CODEML and BASEML) and reformated them in tab-delimited files.
DOI: 10.5061/dryad.c5m42/6
title: SI_Fig1

description: Phylogeny of the gapCp "retained clones." Includes gapC, gapCp "short," and gapCp "long" sequences.
DOI: 10.5061/dryad.c5m42/7
title: SI_Table1

description: Primers used in amplification and sequencing.
DOI: 10.5061/dryad.c5m42/8
title: SI_Table2

description: Voucher table and sequence data for the broad gapCp and gapC family sequences.
DOI: 10.4225/08/5204a82ba08af
title: Parkes observations for project P268 semester 1999SEPT

description: Pulsar multibeam survey
DOI: 10.4225/08/5204a875e6fed
title: Parkes observations for project P268 semester 2000JANT

description: Pulsar multibeam survey
DOI: 10.4231/d3zs2kd0x
title: Berkeley - Intermediate Moment Frame Post Yield Behavior

description: The purpose of this experiment was to look at post yield behavior of an seismically isolated structure.
The test specimen is a 2-story, 2-bay steel Intermediate Moment Resisting Frame (IMRF) mounted on Triple Pendulum System (TPS) friction bearings.
The specimen is subjected to a suite of ground motions scaled to different service levels (50% in 50 years, 10% in 50 years, 2% in 50 years). Post yield behavior is compared with unyielded behavior.
Following the 2% in 50 year motions, a pre-selected ground motion was incrementally increased in order to cause impact of the isolation bearings.
DOI: 10.5255/ukda-sn-6888-6
title: Small- and Medium-Sized Enterprise Finance Monitor: Waves 1-8, 2011-2013
DOI: 10.4225/08/52160b14063bd
title: Parkes observations for project P564 semester 2007APRS

description: In recent months we have continued to study the remarkable radio magnetar
XTE J1810-197 using a variety of telescopes spanning the radio-infrared-X-ray
range.  A great deal of temporal variation is observed, with the pulsar
now generally much weaker (and hence harder to observe) than before
late July 2006.  At Parkes we have obtained unique information on the
polarimetric characteristics of its emission.  We have no idea whether
the pulsar will disappear below detectability (or brighten!) within the
coming term, and wish to maintain close monitoring of its behaviour.
At Parkes we will concentrate on using the unique complement of
receivers and backends available for polarimetric studies, along with
some timing/spectral studies that cannot be done at GBT this term.
In all, we request 60 hr of Parkes time this semester.
DOI: 10.4225/08/521616837be48
title: Parkes observations for project P456 semester 2009APRS

description: The Parkes Pulsar Timing Array (PPTA) project has three primary goals: (a) detection of gravitational waves from astronomical sources, (b) establishment of a pulsar timescale, and (c) improvement of our understanding of Solar-system dynamics. There are many secondary goals, some astrophysical and some instrumental/technique oriented. Achievement of these ambitious primary goals requires frequent observations of at least 20 MSPs at two or preferably three widely spaced frequencies over several years. We wish to continue observing the PPTA sample at intervals of 2-3 weeks using both the 10/50cm and Multibeam receivers. The digital filterbanks (PDFB3, PDFB4) and the baseband systems (CPSR2; APSR) are used for data recording. With the new instruments and development of an efficient pipeline processing system, we have achieved the world's best pulsar timing precision, with three pulsars having rms residuals of less than or about 100 ns and more than half less than 1 microsecond. We are collaborating with the European and North American pulsar timing array groups (EPTA and NANOGrav, respectively) to obtain more frequent observations and a larger pulsar sample. Because of the high sensitivity and wide bandwidths required, RFI mitigation is an important part of the project.
DOI: 10.4225/08/520517c5a8e5a
title: Parkes observations for project P268 semester 2001JANT

description: Pulsar multibeam survey
DOI: 10.4231/d3zp3w08g
title: Dynamic Testing of a Full Scale Highway Truss: Hammer Excitation (location 10, direction Y)

description: The truss was excited with hammer excitation to simulate impact test excitation. The modal sledge hammer (PCB 086D50) with softer red tip is used. The hammer hit location for this test was at node 10 in the vertical Y direction. For each of the test configurations, data was collected for approximately 15 hits. 

In six of the tests, only a single direction (X, Y or Z) and either front of back panel were instrumented with 23 sensors. The seventh test was performed with the 18 sensors attached only on the lower chords front chord at six location in all 3 directions. Hence, data from this test was used to stitch together the other six tests to obtain complete 3 dimensional modal properties of the truss.The deployment of the sensors on the truss for each test is shown. In each test, the first channel was used to measure the input force excitation; modal hammer force or force transducer measurement located at the shaker and the other 23 channels were used to measure output acceleration at the nodes of the structure. Data was collected for 320 seconds at sampling frequencies of 512 Hz for the various sensor configurations.

 REFERENCE: Documents/Configuration file.doc for full information of test setup, data and damage cases
DOI: 10.5061/dryad.8ff2v/1
title: Identified cDNAs from combined pregnant and non-pregnant uteri of Chalcides ocellatus.

description: Identified cDNAs from combined pregnant and non-pregnant uteri of Chalcides ocellatus.  Identifications by blastx search against multiple vertebrate genomes.
DOI: 10.4225/08/520566461407d
title: Parkes observations for project P268 semester 2000OCTT

description: Pulsar multibeam survey