cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.4231/d3cz3248t
title: MICP-08 Loose sand with heavy cementation

description: Heavy cementation profile with structure in middle of model.  Fully instrumented and saturated.  Series of shakes using multiple sine wave and two earthquake ground motions.  

Experiment performed on the Schaevitz centrifuge (1m radius centrifuge), and using all of the Schaevitz related equipment (DAQ, shaker, etc).
DOI: 10.4231/d3hm52j97
title: MICP-07 Untreated Loose Sand

description: Untreated profile with structure in middle of model.  Fully instrumented and saturated.  Series of shakes using one large sine wave and two earthquake ground motions.

Experiment performed on the Schaevitz centrifuge (1m radius centrifuge), and using all of the Schaevitz related equipment (DAQ, shaker, etc).
DOI: 10.4231/d30p0wq82
title: MICP-12 Loose sand with moderate cementation

description: Moderate cementation profile with structure in middle of model.  Fully instrumented and saturated.  Series of shakes using multiple sine wave and two earthquake ground motions.  

Experiment performed on the Schaevitz centrifuge (1m radius centrifuge), and using all of the Schaevitz related equipment (DAQ, shaker, etc).
DOI: 10.4231/d34f1mj2t
title: MICP-10 Loose sand with light cementation

description: Light cementation profile with structure in middle of model.  Fully instrumented and saturated.  Series of shakes using multiple sine wave and two earthquake ground motions.  

Experiment performed on the Schaevitz centrifuge (1m radius centrifuge), and using all of the Schaevitz related equipment (DAQ, shaker, etc).
DOI: 10.4231/d3862bb5g
title: MICP-09 Untreated loose sand

description: Loose untreated sand profile with structure in middle of model.  Fully instrumented and saturated.  Series of shakes using multiple sine wave and two earthquake ground motions.  

Experiment performed on the Schaevitz centrifuge (1m radius centrifuge), and using all of the Schaevitz related equipment (DAQ, shaker, etc).
DOI: 10.4231/d3gq6r22z
title: Evaluation of Dynamic Properties of Soil Cover at BKK Landfill Location 3

description: Evaluation of linear and nonlinear dynamic properties of landfill soil cover are performed in BKK Landfill at West Covina, California. This particular experiment tested the properties of MSW at BKK Landfill location 3.
DOI: 10.4231/d3mc8rg3c
title: Stability of Sensitive Clay Slopes

description: Experiment 2 used the nees@UCDavis small geotechnical Schaevitz centrifuge to study the static/cyclic softening of plastic, sensitive clay slopes. Based on the significant geo-hazards such as recent submarine landslides and quick clay failure, sensitive clay material is vulnerable to strength loss and large deformation. A new, novel technique to artificially produce cemented clay in the laboratory was developed for centrifuge modeling. Through multiple centrifuge tests the mechanisms of instability and deformation of sensitive clay slopes was investigated. In particular, the effects of cementation degree, sensitivity, and peak ground motion on the strain softening were studied.
DOI: 10.4231/d3r49g87h
title: MICP-13 Loose sand with heavy cementation

description: Heavy cementation profile with structure in middle of model.  Fully instrumented and saturated.  Series of shakes using multiple sine wave and two earthquake ground motions.  

Experiment performed on the Schaevitz centrifuge (1m radius centrifuge), and using all of the Schaevitz related equipment (DAQ, shaker, etc).
DOI: 10.4231/d3vx06320
title: MICP-11 Untreated dense sand

description: Untreated dense sand profile with structure in middle of model.  Fully instrumented and saturated.  Series of shakes using multiple sine wave and two earthquake ground motions.  

Experiment performed on the Schaevitz centrifuge (1m radius centrifuge), and using all of the Schaevitz related equipment (DAQ, shaker, etc).
DOI: 10.4225/13/51392417256dc
title: The Massive Compact Halo Object (MACHO) Project Data Archive

description: The MACHO Project was a collaboration between scientists at the Mt. Stromlo and Siding Spring Observatories, the Center for Particle Astrophysics at the Santa Barbara, San Diego, and Berkeley campuses of the University of California, and the Lawrence Livermore National Laboratory. Our primary aim was to test the hypothesis that a significant fraction of the dark matter in the halo of the Milky Way is made up of objects like brown dwarfs or planets: these objects have come to be known as MACHOs, for MAssive Compact Halo Objects. The signature of these objects is the occasional amplification of the light from extragalactic stars by the gravitational lens effect. The amplification can be large, but events are extremely rare: it was necessary to monitor photometrically several million stars for a period of 10 years in order to obtain a useful detection rate. For this purpose we built a two channel system that employed eight 2048*2048 CCDs, mounted on the 50 inch telescope at Mt. Stromlo. The MACHO project data archive consists of approximately 127,000 two-colour images of fields collected between 1992 and 2003 covering the large and small Magellanic clouds and the galactic bulge and two-colour light-curves for approximately 18 million stars in the LMC and galactic bulge.
DOI: 10.4225/13/513924ed29981
title: The Massive Compact Halo Object (MACHO) Project Image Archive

description: This collection is an Image Archive made available by the Download Service.
description: The MACHO Project was a collaboration between scientists at the Mt. Stromlo and Siding Spring Observatories, the Center for Particle Astrophysics at the Santa Barbara, San Diego, and Berkeley campuses of the University of California, and the Lawrence Livermore National Laboratory. Our primary aim was to test the hypothesis that a significant fraction of the dark matter in the halo of the Milky Way is made up of objects like brown dwarfs or planets: these objects have come to be known as MACHOs, for MAssive Compact Halo Objects. The signature of these objects is the occasional amplification of the light from extragalactic stars by the gravitational lens effect. The amplification can be large, but events are extremely rare: it was necessary to monitor photometrically several million stars for a period of 10 years in order to obtain a useful detection rate. For this purpose we built a two channel system that employed eight 2048*2048 CCDs, mounted on the 50 inch telescope at Mt. Stromlo. The MACHO project data archive consists of approximately 127,000 two-colour images of fields collected between 1992 and 2003 covering the large and small Magellanic clouds and the galactic bulge and two-colour light-curves for approximately 18 million stars in the LMC and galactic bulge.
DOI: 10.6073/pasta/5c64b56024b4fa57ce9285176919356d
title: Earthworms in abandoned tropical pastures
DOI: 10.4225/08/51396c1844f13
title: RV Franklin 2/88 Post Cruise Project Data

description: The RV Franklin expedition (2/88) was conducted in early 1988 in the Gulf of Carpentaria.  The Cruise summary provides full details on station locations, and samples collected.  Other cruise details can be obtained obtained via the CSIRO Data Centre.  Water samples were collected using a CTD rosette sampler equiped with 20 L Niskin bottles, with sediments by a Smith-MacIntyre grab.  Experimental protocols for analyses undertaken are provided in the publlished AJMFR paper (see below).   
Data herein include - 
- Excel files of fatty acid data - S = sediments, P = particulates (obtained by filtration using glass fibre filters)
- PDF file of stable isotope data.
The data sets here are bigger than those in the published AJMFR  paper.
Rothlisberg et al (1994) Australian Journal Marine and Freshwater Research. 45, 265-82.
DOI: 10.6073/pasta/16428cd3415b1446c51265dea8d3816f
title: Litterfall along topographic gradients at lower Bisley
DOI: 10.6073/pasta/82496b53995f907a742ca9bf6003ffae
title: Earthworms in tropical tree plantations and secondary forests
DOI: 10.6073/pasta/d4d2ea490ea1719d32cab20da3211f08
title: Long-term Intersite Decomposition Experiment (LIDET)
DOI: 10.6073/pasta/e0f7cfcaf5806711a4442cd8148c19d1
title: Canopy invertebrate responses to Hurricane Hugo
DOI: 10.6073/pasta/e3e292f7e1689d4e77ff086d56f6a269
title: El Verde Grid invertebrate data
DOI: 10.4231/d3901zf92
title: Seismically-Isolated Christchurch Women's Hospital (NZ) Aftershock Monitoring 2011-09-14 - 2012-06-25

description: The Christchurch Women's Hospital is seismically isolated with 41 lead-rubber bearings and four sliding friction bearings.   The structure was instrumented in accelerometers and string pots for a ten month period, from September 2011 to June 2012, during which almost 300 seismic events triggered recordings of transient responses.   Two of these events were moderately-large (M 6.0 and M 5.9) and represent some of the largest events in the 2010-2012 Canterbury Seismic Sequence.   

NEES data is recorded on three recording stations.

Station 1 "CWHNZ1" = isolation level galley of Hospital Building, Granite # 307 --- channel 1 to channel 12 

Station 2 "CWHNZ2" = top level of Hospital Building 
Q330 # 273 --- channel 12 - chanell 18 

Station 3 "CWHNZ3" = top level of Parkside West building
TSA1 --- channel 19 --- channel 21
DOI: 10.6073/pasta/848b31306baa69c1a9cd32e8a6995f49
title: Litter decomposition of the tabonuco forest before hurricane Hugo
DOI: 10.6073/pasta/0b2d415d7ffbbbbe141934f753f3c972
title: Alder Canker Survey Initiated 2005
DOI: 10.6073/pasta/826e9fc96f2bb7aaab09cff45a0ccce8
title: The impact of permafrost thaw on ecosystem carbon balance: Eight Mile Lake soil carbon and nitrogen.
DOI: 10.6073/pasta/90926f4d18dd499091789f4b834fd78a
title: Bonanza Creek Experimental Forest Beetle Population Counts
DOI: 10.6073/pasta/c7694aec5afc636d2cd9ddfadb4c7c67
title: Litter Trap Results at the Tanana River Exclosures: 2001 - Present
DOI: 10.6073/pasta/d951f7a8172f5fa79ce1549f3d73cab9
title: Active Layer Depth Data for the BBC collapse scar for 2003 and 2004
DOI: 10.6073/pasta/f6984887abd903c4e5d04609560cbb96
title: Tree regeneration after fire: Delta 1994 burn surveys, general site data
DOI: 10.6073/pasta/0fede479b4465ac5ed84bb7d62b9a2c3
title: Species names and codes of the Luquillo Forest Dynamics Plot (LFDP), Puerto Rico
DOI: 10.6073/pasta/65ca721dd3f11f7c862c6168dfd4174c
title: National Atmospheric Deposition Program (NADP): Concentration Data, 1992 - Present
DOI: 10.6073/pasta/e44b85ebc0f499ddd0f4a6ea4acde0d0
title: Locations and Time of Alaska Lightning Strikes 1986-2010
DOI: 10.6078/m7057cvh
title: Asian Stoneware Jars
DOI: 10.6078/m7vd6wc7
title: Mikt’sqaq Angayuk Finds
DOI: 10.4231/d3wp9t65j
title: II - Multiple Floors Moment Resisting Frame Real-time Hybrid Simulation

description: This experimental validation procedures follows the worst-case RTHS configuration, similarly as the single floor MRF test. The mass is primarily assumed computationally, but the stiffness is largely tested physically. A series of validation tests are configured by varying the computational mass on both floors. The input El-Centro earthquake intensity is scaled accordingly for each configuration (see table below), to accommodate the actuator force limit and stroke length constraints. The reference structure assumes Rayleigh damping of 2% for the first two modes in each configuration.

Configuration   1,	2,	3,	4
m1(kg)	        2000,	4000,	4000,	8000
m2(kg)	        2000,	2000,	4000,	8000
Eq.Intensity	0.15,	0.15,	0.1,	0.07
DOI: 10.4225/08/514b7fd1c798c
title: Landsat and MODIS data for the Coleambally Irrigation Area

description: The Coleambally Irrigation Area study site is a rice based irrigation system located in southern New South Wales (NSW, Australia; 34.0034E, 145.0675S) which has been extensively used for time series remote sensing research. Over the Coleambally 17 cloud-free Landsat-MODIS pairs were available for the 2001–2002 austral (i.e., southern hemisphere) summer growing season.  Each image is 43 km in the north-south (N-S) direction and 51 km in the east-west (E-W) direction; an overall area of 2,193 km2 comprised of 1720 columns by 2040 lines at 25 m resolution. All Landsat imagery are ETM+ acquired by Landsat-7. Coleambally is entirely in the E-W overlap of two adjacent paths in the Landsat World Reference-2 system (i.e., Paths/Rows 92/84 and 93/84) allowing for an ~8-day repeat cycle.  A separate folder contains a binary image for masking a selection of  irrigated paddocks used for evaluation of accuracy of blending algorithms in land cover specific areas as described in the following citation:

Emelyanova IV, McVicar TR, Van Niel TG, Li LT, van Dijk AIJM (2012) On blending Landsat-MODIS surface reflectances in two landscapes with contrasting spectral, spatial and temporal dynamics. WIRADA Project 3.4: Technical report, 72 pp, CSIRO. Australia, https://publications.csiro.au/rpr/pub?list=SEA&pid=csiro:EP128838.
DOI: 10.4225/08/514b7fd66d557
title: Australian monthly fPAR (fraction of Photosynthetically Active radiation absorbed by vegetation) derived from Advanced Very High Resolution  Radiometer reflectances

description: These data describe the Australia-wide, monthly fraction of Photosynthetically Active Radiation absorbed by vegetation (fPAR) derived from Advance Very High Resolution Radiometer data spanning July 1981 to Dec 2006.  
**Note that Version 5 of this dataset, which includes an update to end 2010, is now available on this Data Access Portal.**
fPAR is linearly related to fractional foliage cover.  Here fPAR is split into that of persistent vegetation and of recurrent vegetation, which represent non-deciduous perennial vegetation and annual, ephemeral and deciduous vegetation, respectively.  Data have been processed using the 'invariant cover triangle' method to remove the majority of errors introduced by sensor calibration and change-over effects. Data are pre-eminently suited to the analysis of long-term dynamics (trends) in vegetation cover. Data are monthly grids of 0.08 degree cell size from July 1981 onwards and of 0.01 degree from Feb 1995 onwards. Further details are provided in the readme file.

Format Name : ENVI byte (8-bit unsigned integer) binary file 
Format Version: 

Dataset Creation Date: 2008
DOI: 10.4225/08/514b80fd805f4
title: Landsat and MODIS data for the Lower Gwydir Catchment study site

description: The Lower Gwydir Catchment study site is located in northern NSW (149.2815E, 29.0855S), where 14 cloud–free Landsat-MODIS pairs were available from April 2004 to April 2005. Gwydir is 80 km N–S and 68 km E–W covering 5,440 km2 (3200 columns by 2720 lines at 25 m resolution). All Landsat imagery are TM acquired by Landsat-5. A separate folder contains a binary image for masking inundated areas used for evaluation of accuracy of blending algorithms in land cover specific areas as described in the following citation: 

Emelyanova IV, McVicar TR, Van Niel TG, Li LT, van Dijk AIJM (2012) On blending Landsat-MODIS surface reflectances in two landscapes with contrasting spectral, spatial and temporal dynamics. WIRADA Project 3.4: Technical report, 72 pp, CSIRO. Australia, https://publications.csiro.au/rpr/pub?list=SEA&pid=csiro:EP128838.
DOI: 10.6073/pasta/39f6b0ae3d42b609a7da05fc44e54cbb
title: Tree damage by Hurricane Hugo on the Luquillo Forest Dynamics Plot (LFDP), Puerto Rico
DOI: 10.6073/pasta/7e425ae0f15a2e5988db9b8288a4351a
title: Canopy height profile starting 1992, 1994 and 1996 of the Luquillo Forest Dynamics Plot (LFDP), Puerto Rico
DOI: 10.6073/pasta/a8c865686bce9877124a1b58b234a55f
title: Tree Map for Census at the Luquillo Forest Dynamics Plot (LFDP), Puerto Rico
DOI: 10.4231/d30g3gz0f
title: Limit State Behavior of Base Isolated Structures: Base Isolated Moment Frame with Moat Wall Impact and Bumpers

description: For this experiment, additional shake table tests were conducted on the 3-story moment frame with base isolation. Concrete blocks were attached to the base of the moment frame structure for impact with the moat walls. These tests were conducted with bumpers installed on the concrete blocks for the impact with the moat walls. The bumpers had varying stiffness to see the effect on the structural response. As with the other impact tests, the moat wall distance varied between 4" and 6". The moat wall materials varied as well between concrete and steel, and as with the other tests there were other variables observed with the moat walls. For example, the concrete walls had varying thickness (stiffness) and the steel moat walls were restrained (welded) and unrestrained (not welded).
DOI: 10.4231/d34746r33
title: Limit State Behavior of Base Isolated Structures: Base Isolated Moment Frame with Impact on Steel Moat Wall

description: This experiment investigated the effects of pounding on a base isolated moment frame with a steel moat wall. For this experiment, a steel moat wall was placed between 4" and 6" from the base of the moment frame. The moment frame was excited horizontally to induce impact with the moat wall. A gravity frame was attached to the moment frame. It was free to move in the horizontal direction so as to not affect the motion of the moment frame. Concrete blocks were attached to the base of the moment frame structure for impact with the moat walls. The steel moat wall was initially not welded at its base but was uplifting due to the impact. Subsequently, it was welded to minimize the rocking at the base and testing continued.
DOI: 10.4231/d3804xj8b
title: Limit State Behavior of Base Isolated Structures: Base Isolated Moment Frame with Impact on Concrete Moat Wall

description: This experiment was conducted to investigate the effects of pounding on a base isolated moment frame. Concrete moat walls were placed between 4 and 6 inches from the base of the structure. Different moat wall thicknesses were also tested to see the effects of wall stiffness on the structural response. The wall thickness varied between 2 and 6 inches. The moat walls were filled with sand to simulate the soil backfill. Concrete blocks were attached to the base of the moment frame structure for impact with the moat walls.
First, a 2" thick moat wall was placed at a 6" gap distance. Then the moat wall was flipped around to 4" thick at the same distance. For the last 8 trials, a new moat wall 6" thick was placed 4" from the base of the structure.
DOI: 10.4231/d3cr5nc38
title: Limit State Behavior of Base Isolated Structures: Base Isolated Moment Frame without Impact

description: For this experiment, the moment frame used in fixed base testing was replaced by an identical one. Also, friction pendulum bearings were installed at the base of the structure to provide base isolation. Dynamic ground motion simulations were applied to investigate the properties of the isolation devices and the superstructure as well. As with the fixed base experiment, a gravity frame free to move in the horizontal direction was connected to the moment frame. The results from this test were gathered for comparison with the results of the moment frame impacting with a moat wall.
DOI: 10.4231/d3hh6c57d
title: Limit State Behavior of Base Isolated Structures: Fixed Base Moment Frame

description: This experiment was conducted to investigate the linear and nonlinear behavior of a 3-story moment frame in a fixed base condition. The moment frame was shaken in only one horizontal direction. It was also attached to a gravity frame that provided the inertial loading without any addition lateral resistance. These test were conducted to investigate the behavior of the moment frame; a similar frame was tested with base isolation including impact against a moat wall. Ground motion simulations were used from the 1994 Northridge earthquake and the 1995 Kobe earthquake, and white noise tests were conducted as well to measure any possible damage in the structure.
DOI: 10.4231/d3n873015
title: Multistrand Post-Tensioning Anchor Evaluation Tests

description: The multistrand post-tensioning (PT) anchorage tests will focus on key variables related to self-centering wall systems:  post-yield cyclic loading, anchorage capacity after a seismic event, rotation between multistrand anchorages, and durability details.  Tests will be conducted prior to the shake table and wall-floor sub assemblage studies to finalize the test details.  The PT anchorage system will also be investigated post-test, if needed, to analyze any unexpected phenomena observed in the large-scale tests.  Two manufacturers of 7-wire multistrand anchorages will be tested under monotonic and cyclic loading procedures. Multistrand anchorages have unique challenges in quantifying their response in a self-centering wall system. Even in a straight tendon, strands will tend to twist along the length between the dead and live end anchorages.  This rotation can have an effect on the behavior of the tendon under large deformations and has the potential to reduce the failure load of the tendon. Additionally, previous research has indicated that stress concentrations at the nose of the wedge within anchorages can reduce the failure load of the tendon and greatly reduce ultimate strains. This behavior will be verified and addressed through extensive testing of a modified wedge geometry that balances the normal force on the strand more evenly over the length of the wedge, thus reducing the stress concentration at the nose.  Durability is a key component to any post-tensioned system. The most widely used internal unbonded PT tendon system in practice is a greased/sheathed monostrand system (PT coating with extruded plastic sheath). Unbonded internal multistrand systems are much less common. For the systems described in this project, details will be developed for a greased system applicable to multistrand PT tendons in walls.
DOI: 10.5255/ukda-sn-6415-5
title: Wealth and Assets Survey, Waves 1-2, 2006-2010: Special Licence Access
DOI: 10.5255/ukda-sn-7108-2
title: Quarterly Labour Force Survey, April - June, 2012
DOI: 10.5255/ukda-sn-7174-3
title: Quarterly Labour Force Survey, July - September, 2012
DOI: 10.5255/ukda-sn-7215-1
title: Wealth and Assets Survey, Waves 1-2, 2006-2010
DOI: 10.5255/ukda-sn-7237-1
title: British Social Attitudes Survey, 2011
DOI: 10.5255/ukda-sn-6533-4
title: National Diet and Nutrition Survey, 2008-2011
DOI: 10.5255/ukda-sn-7037-2
title: Quarterly Labour Force Survey, January - March, 2012
DOI: 10.5255/ukda-sn-7039-4
title: English Housing Survey, 2010: Housing Stock Data
DOI: 10.5255/ukda-sn-7231-1
title: Farm Business Survey, 2011-2012
DOI: 10.5255/ukda-sn-7234-1
title: Labour Force Survey Two-Quarter Longitudinal Dataset, July - December, 2012
DOI: 10.5255/ukda-sn-7235-1
title: Labour Force Survey Five-Quarter Longitudinal Dataset, October 2011 - December 2012
DOI: 10.5255/ukda-sn-6967-2
title: Farm Business Survey, 2010-2011
DOI: 10.6073/pasta/387b76868fc1786026a12461abd99bf4
title: MCMurdo Dry Valleys Glacier Stake Height Replications
DOI: 10.6073/pasta/41a14e024e11cb0445852c18f483b1dd
title: McMurdo Dry Valleys Glacier Snow and Ice Mass Changes
DOI: 10.6073/pasta/9444249e545f846d3226ca471a4330e1
title: McMurdo Dry Valleys Glacier Mass Balance Summaries
DOI: 10.6073/pasta/c94beec9554d3cad580926d80cb95284
title: Average Glacier Stake Heights and Snow Depths
DOI: 10.6073/pasta/f6f009c59fe0c7c92021e55a193aa906
title: McMurdo Dry Valleys Glacier Snow Densities
DOI: 10.6073/pasta/07044c1e355dcbecc4b42bc315adfbb0
title: McMurdo Dry Valleys Glacier Snow Depth Replications
DOI: 10.6073/pasta/8bf40212f08efdfdc109323f2057fa7b
title: Phrynus habitat selection
DOI: 10.6073/pasta/a1b31bdc83ec0ca21a1217e4fc9d1f8a
title: Sabana pasture permanent plot vegetation sampling