cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.4231/d39c6s06d
title: Buffalo - Dynamic Tests of Double Joints with Rinaldi Ground Motions

description: The double joint dynamic tests using the Rinaldi ground motions were performed on the test specimen. The absolute joint opening time histories obtained from numerical analysis were used as input ground motions for the double joint tests.  The Rinaldi ground motions scaled to six different amplitudes, 50%, 100%, 140%, 160%, 190% and 200% of full-scale, were used as the input motions for this seismic test series.  In order to prevent metal contacting in compression, the negative displacements (compression forces) were removed from the input ground motions.  The input motions for the two shake tables are almost identical expect for a small time delay which is caused by the seismic wave propagation over the length of two adjacent joints.
DOI: 10.5255/ukda-sn-4683-3
title: Millennium Cohort Study: First Survey, 2001-2003
DOI: 10.4231/d31v5bc9c
title: Buffalo - Dynamic Tests of Single Joint with Joshua-Tree Ground Motions

description: Single-joint dynamic tests with the Joshua-Tree (J-T) ground motion were performed on both joints of the pipe specimen. The J-T ground motion has the characteristics of a far-field ground motion, which contains several spikes with different amplitudes. This type of ground motion was selected to investigate the dynamic behavior of the lined joints under the transient ground deformations with continuous displacement pulses. In this set of tests, the J-T motion with several different amplitudes was used as input motions.
DOI: 10.4231/d35m6262n
title: Buffalo - Preliminary Testing on Lined DI Pipe

description: Preliminary testing was conducted to find the force at which the IMain liner deboded from the ductile iron pipe or the force at which the IMain liner fractured while remaining bonded to the pipe.
DOI: 10.4231/d3x63b471
title: Buffalo - Cyclic and Dynamic Tests of Single Joint with Rinaldi Ground Motions

description: The purpose of this experiment was to investigate the behavior of the joints under cyclic and dynamic loading.  The east joint was first investigated using several cycles at constant speed and then varying rates were used to examine the influence of the loading rate on the performance of the pipe-liner system. The west joint was then tested dynamically with Rinaldi ground motions. The Rinaldi ground motion contains a displacement spike with large amplitude, followed by a series of small vibrations. This type of ground motion was chosen to investigate the dynamic behavior of the lined joints under the ground motions with a sudden, large impulse. In the tests, three different amplitudes (50%, 100% and 125% of full scale) were used as input motions.
DOI: 10.5061/rd8vd6wcd
title: Data from: Targeted multiplex next-generation sequencing: Advances in techniques of mitochondrial and nuclear DNA sequencing for population genomics
DOI: 10.4231/d38c9r365
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBF-05 at UT Austin with Aspect Ratio Equal to 4.50

description: Specimen UT-PBF-05 has a height of 12 ft and a plan length of 2.67 ft (aspect ratio 4.5), required a normalized axial load ratio P / (fm Ag) of 0.00. The vertical reinforcement ratio was 0.0129, with No. 8 reinforcing bars at 8 in. (every cell); and the horizontal reinforcement ratio was 0.0033, with No. 4 bars at 8 in.  The specimen used cement-lime mortar conforming to the proportion specification for Type S of ASTM C270, and grout conforming to the strength specification of ASTM C476.
This folder contains all the design details, material properties, and data obtained during the tests.
DOI: 10.4231/d30000023
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-18 with Aspect Ratio Equal to 4.50 at UT Austin

description: Specimen UT-W-18 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 2.67 ft (aspect ratio 4.5), required prescriptive reinforcement for a Special Reinforced Masonry Shear Wall (2008 MSJC Code), and a normalized axial load ratio P / (fm Ag) of 0.10. The vertical reinforcement ratio was 0.0033, with No. 4 reinforcing bars at 8 in. (every cell); and the horizontal reinforcement ratio was 0.0033, with No. 4 bars at 8 in.  The specimen used cement-lime mortar conforming to the proportion specification for Type S of ASTM C270, and grout conforming to the strength specification of ASTM C476.

This folder contains all the design details, material properties, and data obtained during the test.
DOI: 10.4231/d30z70w22
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-04 with Aspect Ratio Equal to 1.0

description: Specimen UT-PBS-04 was 96-in. wide and 96-in. high (aspect ratio equal to 1.0) with #4 bars every 16 in. vertically and horizontally and an axial load equal to zero. The dowels were extended 16 in. (two courses) from the base of the wall.

This folder contains all the design details, material properties, and data obtained during the test.
DOI: 10.4231/d33r0ps64
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-16 with Aspect Ratio Equal to 3.0 at UT Austin

description: Specimen UT-W-16 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 4 ft (aspect ratio 3.0), required prescriptive reinforcement for a Intermediate Reinforced Masonry Shear Wall (2008 MSJC Code), and a normalized axial load ratio P / (fm Ag) of 0.15. The vertical reinforcement ratio was 0.0033, with No. 4 reinforcing bars at 8 in. (every cell); and the horizontal reinforcement ratio was 0.0016, with No. 4 bars at 16 in.  The specimen used cement-lime mortar conforming to the proportion specification for Type S of ASTM C270, and grout conforming to the strength specification of ASTM C476.

This folder contains all the design details, material properties, and data obtained during the test.
DOI: 10.4231/d34m9193w
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-03 at UT Austin

description: Specimen UT-PBS-03 was 96 in. wide and 96-in. high (aspect ratio equal to 1.0) with No. 4 bars every 8 in. vertically and horizontally and an axial load equal to zero. The dowels were extended 16 in. (two courses) from the base of the wall segment.

This folder contains all the design details, material properties, and data obtained during the test.
DOI: 10.4231/d37d2q67z
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-15 with Aspect Ratio Equal to 3.0 at UT Austin

description: Specimen UT-W-15 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 4 ft (aspect ratio 3.0), required prescriptive reinforcement for an Intermediate Reinforced Masonry Shear Wall (2008 MSJC Code), and a normalized axial load ratio P / (fm Ag) of 0.10. The vertical reinforcement ratio was 0.0072, with No. 6 reinforcing bars at 8 in. (every cell); and the horizontal reinforcement ratio was 0.0016, with No. 4 bars at 16 in.  The specimen used cement-lime mortar conforming to the proportion specification for Type S of ASTM C270, and grout conforming to the strength specification of ASTM C476.
This folder contains all the design details, material properties, and data obtained during the test.
DOI: 10.4231/d3c53f107
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-14 with Aspect Ratio Equal to 3.0 at UT Austin

description: Specimen UT-W-14 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 4 ft (aspect ratio 3.0), required prescriptive reinforcement for a Special Reinforced Masonry Shear Wall (2008 MSJC Code), and a normalized axial load ratio P / (fm Ag) of 0.10. The vertical reinforcement ratio was 0.0033, with No. 4 reinforcing bars at 8 in. (every cell); and the horizontal reinforcement ratio was 0.0016, with No. 4 bars at 16 in.  The specimen used cement-lime mortar conforming to the proportion specification for Type S of ASTM C270, and grout conforming to the strength specification of ASTM C476.

This folder contains all the design details, material properties, and data obtained during the test.
DOI: 10.4231/d3gx44t4n
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-13 with Aspect Ratio Equal to 3.0 at UT Austin

description: Specimen UT-W-13 was detailed according to the requirements of the 2011 MSJC Code. It has a height of 12 ft and a plan length of 4 ft (aspect ratio 3.0), required prescriptive reinforcement for an Intermediate Reinforced Masonry Shear Wall (2011 MSJC Code), and a normalized axial load ratio P / (fm Ag) of 0.05. The vertical reinforcement ratio was 0.0072, with No. 6 reinforcing bars at 8 in. (every cell); and the horizontal reinforcement ratio was 0.0016, with No. 4 bars at 16 in.  The specimen used cement-lime mortar conforming to the proportion specification for Type S of ASTM C270, and grout conforming to the strength specification of ASTM C476.

This folder contains all the design details, material properties, and data obtained during the test.
DOI: 10.4231/d3mp4vm8d
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-12G with Aspect Ratio Equal to 1.0 and Green CMU Blocks

description: Specimen UT-PBS-12G was 96-in. wide and 96-in. high (aspect ratio equal to 1.0) with #4 bars every 16 in. vertically and horizontally and axial load ratio, P/(fm Ag), equal to 0.10. The dowels extended 16 in. (two courses) from the base of the wall segment. The expected moment capacity of Specimen UT-PBS-12 was 858 ft-kips, equivalent to a lateral load of 98.06 kips.

This folder contains all the design details, material properties, and data obtained during the test.
DOI: 10.4231/d3rf5kf3n
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-12 with Aspect Ratio Equal to 1.0

description: Specimen UT-PBS-12 was 96-in. wide and 96-in. high (aspect ratio equal to 1.0) with #4 bars every 16 in. vertically and horizontally and axial load ratio, P/(fm Ag), equal to 0.10. The dowels extended 16 in. (two courses) from the base of the wall segment.
DOI: 10.4231/d3w66977s
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-PBS-04G with Aspect Ratio Equal to 1.0 and Green CMU Blocks

description: Specimen UT-PBS-04G was 96-in. wide and 96-in. high (aspect ratio equal to 1.0) with No. 4 bars every 16 in. vertically and horizontally and an axial load equal to zero. The dowels were extended 16 in. (two courses) from the base of the wall.

This folder contains all the design details, material properties, and data obtained during the test.
DOI: 10.4231/d3qf8jj2x
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-20 with Aspect Ratio Equal to 4.50 at UT Austin

description: Specimen UT-W-20 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 2.67 ft (aspect ratio 4.5), required prescriptive reinforcement for a Intermediate Reinforced Masonry Shear Wall (2008 MSJC Code), and a normalized axial load ratio P / (fm¢ Ag) of 0.15. The vertical reinforcement ratio was 0.0033, with No. 4 reinforcing bars at 8 in. (every cell); and the horizontal reinforcement ratio was 0.0016, with No. 4 bars at 16 in.  The specimen used cement-lime mortar conforming to the proportion specification for Type S of ASTM C270, and grout conforming to the strength specification of ASTM C476.

This folder contains all the design details, material properties, and data obtained during the test.
DOI: 10.4231/d3v698b62
title: Cyclic Tests of Cantilever CMU Wall Specimen UT-W-19 with Aspect Ratio Equal to 4.50 at UT Austin

description: Specimen UT-W-19 was detailed according to the requirements of the 2008 MSJC Code. It has a height of 12 ft and a plan length of 2.67 ft (aspect ratio 4.5), required prescriptive reinforcement for a Intermediate Reinforced Masonry Shear Wall (2008 MSJC Code), and a normalized axial load ratio P / (fm Ag) of 0.10. The vertical reinforcement ratio was 0.0072, with No. 6 reinforcing bars at 8 in. (every cell); and the horizontal reinforcement ratio was 0.0016, with No. 4 bars at 16 in.  The specimen used cement-lime mortar conforming to the proportion specification for Type S of ASTM C270, and grout conforming to the strength specification of ASTM C476.

This folder contains all the design details, material properties, and data obtained during the test.
DOI: 10.5255/ukda-sn-6931-2
title: Understanding Society: Waves 1-2, 2009-2011: Special Licence Access
DOI: 10.5255/ukda-sn-7182-1
title: Understanding Society: Wave 1, 2009-2010: Special Licence Access, School Codes
DOI: 10.5255/ukda-sn-7194-1
title: ONS Opinions Survey, January 2012
DOI: 10.5280/geus000001
title: Seasonal velocities of eight major marine-terminating outlet glaciers of the Greenland ice sheet from continuous in situ GPS instruments

description: We present 17 velocity records derived from in situ stand-alone single-frequency Global Positioning System (GPS) receivers placed on eight marine-terminating ice sheet outlet glaciers in South, West and North Greenland, covering varying parts of the period summer 2009 to summer 2012. Common to all the observed glacier velocity records is a pronounced seasonal variation, with an early melt season maximum. The GPS-derived velocities are compared to velocities derived from radar satellite imagery over six of the glaciers to illustrate the potential of the GPS data for validation purposes. Three different velocity map products are evaluated, based on ALOS/PALSAR data, TerraSAR-X/Tandem-X data and an aggregate winter TerraSAR-X data set. The velocity maps derived from TerraSAR-X/Tandem-X data have a mean difference of 1.5% compared to the mean GPS velocity over the corresponding period, while velocity maps derived from ALOS/PALSAR data have a mean difference of 8.3%. The velocity maps derived from the aggregate winter TerraSAR-X data set have a mean difference of 9.5% to the corresponding GPS velocities.
DOI: 10.3334/cdiac/cli.101
title: DayRec: An Interface for Exploring United States Record-Maximum/Minimum Daily Temperatures

description: Like politics, you might say that all climate is local. As researchers seek to help the public better understand climate and climate change, a sensible approach would include helping people know more about changes in their own backyards. High and low temperatures are something that all of us pay attention to each day; when they are extreme (flirting with or setting records) they generate tremendous interest, largely because of the potential for significant impacts on human health, the environment, and built infrastructure. Changes through time in record high and low temperatures (extremes) are also an important manifestation of climate change (Sect. 3.8 in Trenberth et al. 2007; Peterson et al. 2008; Peterson et al. 2012). Meehl et al. (2009) found that currently, about twice as many high temperature records are being set as low temperature records over the conterminous U.S. (lower 48 states) as a whole. As the climate warms further, this ratio is expected to multiply, mainly because when the whole temperature distribution for a location or region shifts, it changes the "tails" of the distribution (in the case of warming this means fewer extreme cold temperatures and more extreme hot temperatures; see Page 2, Figure ES.1 of Karl et al. 2008). The Meehl et al. (2009) findings were covered pretty well by the online media, but, as is the case for all types of scientifc studies, it's safe to say that most of the public are not aware of these basic findings, and they would benefit from additional ways to get climate extremes information for their own areas and assess it. One such way is the National Climatic Data Center's (NCDC) U.S. Records Look-Up page. But how do most people typically hear about their area's high and low temperature records? Likely via the evening news, when their local on-air meteorologist notes the high/low for the day at a nearby airport then gives the years when the all-time high and low for the date were set (perhaps not at that same airport). The year of the record is an interesting bit of information on its own but it doesn't do much to place things in context. What about the local history of record temperatures and how things may be changing? Here we present a daily temperature records data product that we hope will serve the scientist and non-scientist alike in exploring and analyzing high and low temperature records and trends at hundreds of locations across the U.S.
DOI: 10.5255/ukda-sn-7195-1
title: ONS Opinions Survey, Disability Monitoring Module, January 2012: Special Licence Access
DOI: 10.4225/08/50cfbc687e17b
title: Global Canopy Conductance (Gc)

description: This product provides estimates of canopy conductance at a global scale (0.05⁰) based on MODIS reflectance from  MCD43C4 product and three vegetation indices (NDVI, EVI and Kc). The data is produced  globally at 0.05⁰ and every 8 days. Monthly and anuual climatologies are also available.

Base Period for Climatology:  2001-2011 

Extra information about the pixel values:
Units: mms-1
Multiply by scale factor: 0.001
Fill values: -9999

The full reference for the algorithm is: 
Yebra, M., Van Dijk, A., Leuning, R., Huete, A., Guerschman, J.P., 2013. Evaluation of optical remote sensing to estimate actual evapotranspiration and canopy conductance. Remote Sensing of Environment. 129, 250-261
DOI: 10.4231/d36h4cq0n
title: Evaluation of Dynamic Properties of Municipal Solid Waste at Lamb Canyon Sanitary Landfill Site C

description: Evaluation of linear and nonlinear dynamic properties of municipal solid waste (MSW) are performed in Lamb Canyon Sanitary Landfill (LCSL) in Beaumont, California. This particular experiment tested the properties of MSW at LCSL Site C.
DOI: 10.4231/d3b56d41g
title: Evaluation of Dynamic Properties of Municipal Solid Waste at Lamb Canyon Sanitary Landfill Site B

description: Evaluation of linear and nonlinear dynamic properties of municipal solid waste (MSW) are performed in Lamb Canyon Sanitary Landfill (LCLS) at Beaumont, California. This particular experiment tested the properties of MSW at LCLS Site B.
DOI: 10.4231/d3fx73x4d
title: Evaluation of Dynamic Properties of Municipal Solid Waste at Lamb Canyon Sanitary Landfill Site A

description: Evaluation of linear and nonlinear dynamic properties of municipal solid waste (MSW) are performed in Lamb Canyon Sanitary Landfill (LCLS) at Beaumont, California. This particular experiment tested the properties of MSW at LCLS site A.
DOI: 10.3334/cdiac/ffe.db1013.2012
title: Annual Fossil-Fuel CO2 Emissions: Global Stable Carbon Isotopic Signature

description: This database contains estimates of the annual mean global value of delta 13C of CO2 emissions from fossil-fuel consumption and cement manufacture for 1751-2014. These estimates of the carbon isotopic signature account for the changing mix of coal, petroleum, and natural gas being consumed and for the changing mix of petroleum from various producing areas with characteristic isotopic signatures. This time series of fossil-fuel delta 13C signature provides an additional constraint for balancing the sources and sinks of the global carbon cycle and complements the atmospheric delta 13C measurements that are used to partition the uptake of fossil carbon emissions among the ocean, atmosphere, and terrestrial biosphere reservoirs.
DOI: 10.3334/cdiac/ffe.monthlyisomass.2012
title: Monthly Fossil-Fuel CO2 Emissions: Isomass of Emissions Gridded by One Degree Latitude by One Degree Longitude (1950 - 2009) (V. 2012)

description: The monthly, isotopic (δ 13C) fossil-fuel CO2 emissions estimates from 1950-2013 provided in this database are derived from time series of global, regional, and national fossil-fuel CO2 emissions (Boden et al. 2016), the references therein, and the methodology described in Andres et al. (2011). The data accessible here take these tabular, national, mass-emissions data, multiply them by stable carbon isotopic signatures (δ 13C) as described in Andres et al. (2000), and distribute them spatially on a one degree latitude by one degree longitude grid. The within-country spatial distribution is achieved through a fixed population distribution as reported in Andres et al. (1996). Note that the mass-emissions data used here are based on fossil-fuel consumption estimates as these are more representative of within country emissions than fossil-fuel production estimates (see http://cdiac.ess-dive.lbl.gov/faq.html#Q10 for a description why emission totals based upon consumption differ from those based upon production).
DOI: 10.6073/pasta/0675d3602ff57f24838ca8d14d7f3961
title: Daily Water Sample Nutrient Data for North Inlet Estuary, South Carolina, from 1978 to 1992, North Inlet LTER
DOI: 10.6073/pasta/2c46d995744f9e310e7a4ad350686cc3
title: Zooplankton Data for North Inlet Estuary, South Carolina, from 1981 to 1992, North Inlet LTER
DOI: 10.6073/pasta/3b69d867d7f6620bd2f47794804363d2
title: Daily Water Sample Chlorophyll a, and Phaeophytin a data for North Inlet Estuary
            system, Georgetown, South Carolina, from 1978 to 1991, North Inlet LTER
DOI: 10.6073/pasta/4016c3dd7414cff32f50e313f2fff7b0
title: National Weather Service data for North Inlet Estuary, South Carolina, from 1986 to 1992, North Inlet LTER
DOI: 10.6073/pasta/904831856a5c8eceb6463f3a9dcc14e8
title: GIS05: GIS coverages defining Konza Prairie burn history
DOI: 10.6073/pasta/973f6bddaadb2cb82e527e7bb52c1bdf
title: Meteorological data for North Inlet Estuary, South Carolina, from 1982 to 1992, North Inlet LTER
DOI: 10.6073/pasta/c4bc76363ce3d9989656f923c5c67665
title: GIS05: GIS coverages defining Konza Prairie burn history
DOI: 10.6073/pasta/2b809c045fdd74a7cc12e8f31fc191eb
title: Suspended Sediment. Daily Water Sample Parameter, and Sediment Data for North Inlet Estuary, South Carolina, from 1981 to 1992, North Inlet LTER
DOI: 10.6073/pasta/49b1c653b57ab7dd53c8fb49da1b4c17
title: Meiobenthos abundance. Long-term variability and dynamics of estuarine meiobenthic
	 	populations for North Inlet Estuary, South Carolina, from 1972 to 1992, North Inlet LTER
DOI: 10.6073/pasta/4c2688b8f10cdfee93edff5d24b10934
title: LTER Epibenthos Sampling Data for North Inlet Estuary, Georgetown, South Carolina from 1981 to 1992, North Inlet LTER
DOI: 10.6073/pasta/5aa1fbbd9dcee1b5f67bffc997e46433
title: Effects of Herbivores on Seed Banks of Grass and Shrublands at the Sevilleta National Wildlife Refuge, New Mexico
DOI: 10.6073/pasta/6aa281ddb8d31ce5cbb85fcd9fa88485
title: Warming-El Nino-Nitrogen Deposition Experiment (WENNDEx): Seasonal Biomass and Seasonal and Annual NPP at the Sevilleta National Wildlife Refuge, New Mexico
DOI: 10.6073/pasta/72be82b450f1ab8f5b714c251d7a2f6f
title: LTER Oyster Landing Biweekly Fish Sampling in Oyster Landing Creek, North Inlet
            Estuary, Georgetown, South Carolina, from 1981 to 1992, North Inlet LTER
DOI: 10.6073/pasta/78bed25ddbfbf5834e7064ef9345ec4a
title: Long-Term Core Site Grasshopper Dynamics for the Sevilleta National Wildlife Refuge, New Mexico
DOI: 10.6073/pasta/79a48a75ca20a75a95c220cb09b283b7
title: Effects of Kangaroo Rat Mounds on Seed Banks of Grass and Shrublands at the Sevilleta National Wildlife Refuge, New Mexico
DOI: 10.6073/pasta/bf92a85e5db9b7899a924003777ff02f
title: The Burden of Reproduction in Lizards: Changes in Respiratory Physiology Associated with Reduced Lung Volume at the Sevilleta National Wildlife Refuge
DOI: 10.6073/pasta/e65cd5dd72bba9bcf0bb240503a7f4c8
title: Macrobenthos Sampling data for the North Inlet Estuary, Georgetown,South Carolina, from 1981 to 1992 North Inlet LTER
DOI: 10.6073/pasta/1177e6059528225ee2afd4ccf43fb2c1
title: North Temperate Lakes LTER: Northern Wisconsin Lake Resident Survey 2005
DOI: 10.6073/pasta/bc77a8a92bb9fc56ef58b4d002ae045e
title: North Temperate Lakes LTER: Alkaline Phosphatase Activity in Lake Mendota 2000 - 2001
DOI: 10.6073/pasta/c61777e9b55fc217919cfeaeff894231
title: North Temperate Lakes LTER: Northern Wisconsin Lake Resident Survey 2005
DOI: 10.6073/pasta/1e1fb4d54d8e82cf3c4bf339261bffe5
title: Biocomplexity at North Temperate Lakes LTER; Coordinated Field Studies: Zooplankton Presence/Absence 2001 - 2004