cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.4225/08/514fd64aef2db
title: South East Queensland Catchment Hydrological Model

description: This collection contains a US EPA Stormwater Management Model (SWMM), calibrated and validated for ten catchments with varying degrees of urbanisation in south east Queensland (SEQ). The catchments were calibrated against hourly streamflow data from 2009 to 2012.  The catchments modelled are:
Tingalpa Creek at Sheldon;
Upper Yaun Creek at Coomera;
Scrubby Creek at Karawatha Forest;
Blunder Creek (Daintree Crescent) at Forest Lake;
Stable Swamp Creek at Sunnybank;
Oxley Creek at Heathwood;
Pimpama River at Kingsholme;
Blunder Creek at Carolina Parade;
Sheepstation Creek at Parkinson;
Blunder Creek at Durack.
DOI: 10.5967/m05m63mb
title: Riparian Vegetation and Braided Stream Dynamics
DOI: 10.6073/pasta/0ed49af757af027562f3005b1f05ef67
title: McMurdo Dry Valleys Soil Biotic Effects Experiment
DOI: 10.6073/pasta/43ac4dcda6ca9fc4acd59fa85888a6bf
title: McMurdo Dry Valleys Anhydrobiosis Soils Polygon Study
DOI: 10.6073/pasta/5d6f974efabd4e7da143ba6fe1354eb1
title: Meteorological data from several climate stations in the northeast section of the Luquillo Experimental Forest
DOI: 10.6073/pasta/ea2e96e27872ecff7b08c17db1550f3f
title: Bisley Tower I Meteorological data (Bisley Tower)
DOI: 10.5255/ukda-sn-7246-1
title: National Health Service National Staff Survey, 2012
DOI: 10.5967/m01v5bx2
title: Angelo 1m DEMS
DOI: 10.5967/m0np22dr
title: 3D Maps
DOI: 10.5967/m0sf2t43
title: Angelo 1m DEMs - Derived Data Sets
DOI: 10.5967/m0x63jvd
title: Geology and Geomorphic Features Related to Landsliding
DOI: 10.4231/d3br8mg2j
title: Real-Time Hybrid Simulation with Complex Bridge Model

description: The experiments with simplified bridge model provided a lot of insight about the performance of the MR dampers in controlling the highway bridges vibration, however, it cannot capture the behaviors such as local deformations and out of plane behavior. In this experiment, a detailed finite element bridge model with 263,178 DOF is developed and used as numerical component in real-time hybrid simulation by means of a proposed convolution integral method to further evaluate MR dampers performance on bridges.
DOI: 10.4231/d3gh9b875
title: Pure Simulation - Simplified Bridge Model

description: This is an experiment in pure simulation using Matlab/Simulink to investigate the performance of MR dampers in controlling highway bridges vibration. A highway bridge model with associated truck loading and control device application is developed. The bridge model is based on an actual highway bridge located in the southbound direction of Interstate 91 (I-91) in Connecticut near the town of Cromwell (Bridge # 03522). The bridge is modeled as a simple supported Euler–Bernoulli beam with eight modes included. The vehicle loading representing a Federal Highway Administration (FHWA) Class 9 five axle truck traveling at a constant speed is modeled as a time and spatially varying load.
DOI: 10.4231/d3m90231g
title: Pure Simulation - Simplified Bridge Model

description: This is an experiment in pure simulation using Matlab/Simulink to investigate the performance of MR dampers in controlling highway bridges vibration. A highway bridge model with associated truck loading and control device application is developed. The bridge model is based on an actual highway bridge located in the southbound direction of Interstate 91 (I-91) in Connecticut near the town of Cromwell (Bridge # 03522). The bridge is modeled as a simple supported Euler–Bernoulli beam with eight modes included. The vehicle loading representing a Federal Highway Administration (FHWA) Class 9 five axle truck traveling at a constant speed is modeled as a time and spatially varying load.
DOI: 10.4231/d3r20rw5t
title: Real-Time Hybrid Simulation with Simplified Bridge Model

description: After verifying the performance of the MR dampers in controlling the highway bridges, large-scale real-time hybrid simulation conducted at Lehigh University NEES facility is used to experimentally verify the pure simulation results.
DOI: 10.5967/m08c9t69
title: Eel River 10m DEM
DOI: 10.5967/m00z716d
title: Stream Restoration Toolbox
DOI: 10.6073/pasta/30ab6df74f1c447a96029913112955dc
title: Spatial and temporal differences in shrimp numbers (1 year, 20 pools)
DOI: 10.6073/pasta/6d0592189150910f1ae5d34b7c633a45
title: Spatial and temporal differences in shrimp numbers (1 year, 20 pools)
DOI: 10.6073/pasta/84830ae3ad0003bdc5e49582327c666b
title: Physical environment of the Luquillo Forest Dynamics Plot (LFDP), Puerto Rico
DOI: 10.6073/pasta/844896f2ef71b1c324c9d4dd44422061
title: MCR LTER: Coral Reef: Gump Meteorological Data
DOI: 10.6073/pasta/dd0c75eba6e3229a5538c23b6ebaadd6
title: MCR LTER: Coral Reef: Gump Meteorological Data
DOI: 10.5061/rd8bg2kwj
title: Data from: Signals of selection in outlier loci in a widely dispersing species across an environmental mosaic
DOI: 10.5439/1069290
title: ARM Multi-Filter Rotating Shadowband Radiometer (MFRSR): irradiances

description: The multifilter rotating shadowband radiometer (MFRSR) takes spectral measurements of direct normal, diffuse horizontal and total horizontal solar irradiances. These measurements are at nominal wavelengths of 415, 500, 615, 673, 870, and 940 nm. The measurements are made at a user-specified time interval, usually about one minute or less. The sampling rate for the Atmospheric Radiation Measurement (ARM) Climate Research Facility MFRSRs is 20 seconds. From such measurements, one may infer the atmosphere's optical depth at the wavelengths mentioned above. In turn, these optical depths may be used to derive information about the column abundances of ozone and water vapor (Michalsky et al. 1995), as well as aerosol (Michalsky et al. 1994) and other atmospheric constituents. A silicon detector is also part of the MFRSR. This detector provides a measure of the broadband direct normal, diffuse horizontal and total horizontal solar irradiances. A MFRSR head that is mounted to look vertically downward can measure upwelling spectral irradiances. In the ARM system, this instrument is called a multifilter radiometer (MFR). At the Southern Great Plains (SGP) there are two MFRs; one mounted at the 10-m height and the other at 25 m. At the North Slope of Alaska (NSA) sites, the MFRs are mounted at 10 m. MFRSR heads are also used to measure normal incidence radiation by mounting on a solar tracking device. These are referred to as normal incidence multi-filter radiometers (NIMFRs) and are located at the SGP and NSA sites. Another specialized use for the MFRSR is the narrow field of view (NFOV) instrument located at SGP. The NFOV is a ground-based radiometer (MFRSR head) that looks straight up.
DOI: 10.5439/1069291
title: ARM Airborne Continuous carbon dioxide measurements

description: The heart of the AOS CO2 Airborne Rack Mounted Analyzer System is the AOS Manifold. The AOS Manifold is a nickel coated aluminum analyzer and gas processor designed around two identical nickel-plated gas cells, one for reference gas and one for sample gas. The sample and reference cells are uniquely designed to provide optimal flushing efficiency. These cells are situated between a black-body radiation source and a photo-diode detection system. The AOS manifold also houses flow meters, pressure sensors and control valves. The exhaust from the analyzer flows into a buffer volume which allows for precise pressure control of the analyzer. The final piece of the analyzer is the demodulator board which is used to convert the DC signal generated by the analyzer into an AC response. The resulting output from the demodulator board is an averaged count of CO2 over a specified hertz cycle reported in volts and a corresponding temperature reading. The system computer is responsible for the input of commands and therefore works to control the unit functions such as flow rate, pressure, and valve control.The remainder of the system consists of compressors, reference gases, air drier, electrical cables, and the necessary connecting plumbing to provide a dry sample air stream and reference air streams to the AOS manifold.
DOI: 10.5439/1069293
title: ARM Airborne Continuous carbon dioxide measurements

description: The heart of the AOS CO2 Airborne Rack Mounted Analyzer System is the AOS Manifold. The AOS Manifold is a nickel coated aluminum analyzer and gas processor designed around two identical nickel-plated gas cells, one for reference gas and one for sample gas. The sample and reference cells are uniquely designed to provide optimal flushing efficiency. These cells are situated between a black-body radiation source and a photo-diode detection system. The AOS manifold also houses flow meters, pressure sensors and control valves. The exhaust from the analyzer flows into a buffer volume which allows for precise pressure control of the analyzer. The final piece of the analyzer is the demodulator board which is used to convert the DC signal generated by the analyzer into an AC response. The resulting output from the demodulator board is an averaged count of CO2 over a specified hertz cycle reported in volts and a corresponding temperature reading. The system computer is responsible for the input of commands and therefore works to control the unit functions such as flow rate, pressure, and valve control.The remainder of the system consists of compressors, reference gases, air drier, electrical cables, and the necessary connecting plumbing to provide a dry sample air stream and reference air streams to the AOS manifold.
DOI: 10.5439/1069295
title: ARM Carbon Cycle Gases Flasks at SGP Site

description: Data from flasks are sampled at the Atmospheric Radiation Measurement Program ARM, Southern Great Plains Site  and analyzed by the National Oceanic and Atmospheric Administration NOAA, Earth System Research Laboratory ESRL. The SGP site is included in the NOAA Cooperative Global Air Sampling Network. The surface samples are collected from a 60 m tower at the ARM SGP Central Facility, usually once per week in the afternoon. The aircraft samples are collected approximately weekly from a chartered aircraft, and the collection flight path is centered over the tower where the surface samples are collected. The samples are collected by the ARM and LBNL Carbon Project.
DOI: 10.6073/pasta/2fb955189166020884a69efa754c7820
title: WDNR Yahara Lakes Fisheries: Fish Lengths and Weights 1987-1998
DOI: 10.4225/13/516366f6f24ed
title: pyqz python module extension for MAPPINGS IV simulations

description: Python code to return the values of log(q) and 12+log(O/H) following the latest MAPPINGS IV simulations, and different kappa values, as described in Dopita et al., New Strong Line Abundance Diagnostics for H ii Regions: Effects of Updated Atomic Data and kappa-Distributed Electron Energies, Apj (2013)
DOI: 10.6073/pasta/0fc35ceb8f339474d3c84aefe98b3a12
title: Canopy Sky Factors in CRUI Land Use Project at Harvard Forest 1998
DOI: 10.6073/pasta/7fe06cba8c0424511b1f57d5b2a4b9ac
title: Litterfall, Biomass and Productivity in CRUI Land Use Project at Harvard Forest 1996-1997
DOI: 10.6073/pasta/ca45de88b54751b670b7c50a0beb9416
title: Tree Canopy Leaf Area Index in CRUI Land Use Project at Harvard Forest 1997
DOI: 10.6073/pasta/1406197f7589971d846c77a02e3347cf
title: Soil Respiration in CRUI Land Use Project at Harvard Forest 1997
DOI: 10.6073/pasta/4c650916e10001889c18887669931a80
title: Herbaceous Stratum Sunfleck Regimes in CRUI Land Use Project at Harvard Forest 1998
DOI: 10.6073/pasta/7c510ee6ce9712a8f543ee0e5a7214ef
title: Herbaceous Community Composition in CRUI Land Use Project at Harvard Forest 1996
DOI: 10.6073/pasta/7eb8bcd7fd08e1309e57195e82634ea5
title: Mapped Trees in CRUI Land Use Project at Harvard Forest 1996-2006
DOI: 10.6073/pasta/8c8987d3bfabf328ac9ed5658eef7627
title: Herbaceous Species in CRUI Land Use Project at Harvard Forest 1996
DOI: 10.6073/pasta/d848b2a9aa65f0a828d943c440edd498
title: Tree Seedlings in CRUI Land Use Project at Harvard Forest 1996
DOI: 10.6073/pasta/e610590dbecceb34dfeb1868fa23b691
title: Soil Properties in CRUI Land Use Project at Harvard Forest 1995-1998
DOI: 10.6073/pasta/e74f1ad0a318b9e38577bcdaa4ae0f2e
title: Microclimate in CRUI Land Use Project at Harvard Forest 1997
DOI: 10.6073/pasta/ec47de5a9029de1a99b5ba9bc8bdc808
title: Photosynthetic Light Response Curves in CRUI Land Use Project at Harvard Forest 1998
DOI: 10.6073/pasta/49aa02f22ae0ee204f7197f355a8c806
title: Hydrocarbon Concentrations at Harvard Forest EMS Tower 1992-2001
DOI: 10.6073/pasta/52d3d32d50dd9130666440c4d3f87927
title: Tree Growth and Above-Ground Biomass at Harvard Forest HEM and LPH Towers since 2001
DOI: 10.6073/pasta/ad1fe49ea6df051705597ed45a1bedd2
title: Soil Respiration at Harvard Forest HEM and LPH Towers 1996-2007
DOI: 10.6073/pasta/c3fd358eda4982b9b5038fd59abaa02e
title: Organic and Inorganic Nitrogen Uptake by Sarracenia Purpurea at Harvard Forest and Fort Albany ON 2007
DOI: 10.6073/pasta/211bfd174b0e8d2e3f139fcc1e20bdf7
title: Proteolytic Enzyme Activity in Temperate Forest Soils at Harvard Forest and Pisgah State Forest 2008-2010
DOI: 10.6073/pasta/62c8ec7020d4fedc828f695424e526a1
title: Regional and Historical Variation in Garlic Mustard Distribution in Western Massachusetts 2009-2010
DOI: 10.6073/pasta/691c0f179d3eafe43acdde2680386b6a
title: Allelopathy of Frangula Alnus to Native New England Wetland Vegetation at Harvard Forest 2008
DOI: 10.6073/pasta/7cb853fd8764ed52b88efb9a4474ace9
title: Lake Sediment Pollen from Knob Hill Pond in Marshfield VT from 14000 BP to Present
DOI: 10.6073/pasta/81bc8136d11aca89c1c5041c11776169
title: Lake Sediment Pollen from Blood Pond in Dudley MA from 15000 BP to Present
DOI: 10.6073/pasta/a013dce955d495e058fcb0767ccfe259
title: Lake Sediment Pollen from Little Pond in Royalston MA from 15000 BP to Present
DOI: 10.6073/pasta/b9eda2483dda58fb58a7be560ec3316b
title: Lake Sediment Pollen from Little Pond in Bolton MA from 3000 BP to Present
DOI: 10.6073/pasta/cdeabe1147c9786bb303d37cb55092d7
title: Lake Sediment Pollen from Berry Pond in North Andover MA from 15000 BP to Present
DOI: 10.6073/pasta/eb9b669768c40147332a2956f69170bf
title: Soil Arthropods in Hemlock Removal Experiment at Harvard Forest 2008
DOI: 10.6073/pasta/fdf9d5556fd1895da82ac7a10a407857
title: Nonstructural Carbohydrates in Forest Trees at Harvard Forest 2007-2010
DOI: 10.6073/pasta/8411219f12dbe56b64507c555441fa30
title: Lake Sediment Pollen from Wildwood Lake in Long Island NY from 4500 BP to Present
DOI: 10.6073/pasta/90f26abf5cd328785a0497a7c878fcb7
title: Mark-Recapture of Rodent and Shrew Populations in a Declining Hemlock Stand at Harvard Forest 2012
DOI: 10.6073/pasta/f35bd9e47ede3c3178c8b96188c04048
title: Regional Conservation Partnerships in New England 2009-2012
DOI: 10.5285/25f891f0-8d7a-11e2-941d-1803734a77fb
title: CTD profiles (depth, pressure, temperature, salinity, potential temperature, density, fluorescence, transmissance, downwelling PAR, dissolved oxygen concentration) binned to 0.5 m and 0.25 m at sites L4 and E1 in the Western English Channel between January 2002 and December 2012.

description: This dataset consists of CTD profiles carried out by Plymouth Marine Laboratory (PML) in the Western English Channel from January 2002 to December 2012. These data were collected as part of the Western Channel Observatory, a programme run at PML that has expanded from the L4 plankton time-series started in 1988 at site L4 (50.25 N, 4.22 W) to include site E1 (50.033 N, 4.367 W). The CTD profiles provide a background to the changing properties of the water column at these sites, which are concurrently sampled for a wide range of optical, biological and chemical parameters. Sampling was carried out weekly at site L4 and monthly at site E1 subject to appropriate weather conditions. Salinity, temperature, depth and fluorescence measurements were available throughout the period sampled. Values for pressure, density (sigma-theta), potential temperature and oxygen saturation were derived by BODC. Ancillary sensors that measured transmissance, downwelling PAR and dissolved oxygen concentration were added to the CTD rig during the period and these data were included in the most recent profiles. Sensors deployed on the rig to collect the data were a Sea-Bird SBE19+ SEACAT profiler CTD, Chelsea Technologies MiniTracka II fluorometer, Wetlabs C-star transmissometer (25 cm pathlength red light), Chelsea Technologies PAR sensor and a Sea-Bird SBE43+ dissolved oxygen sensor. Profiles for the period January 2002 to January 2009 were binned to 0.5 m and those from January 2009 to December 2012 were binned to 0.25 m. N.B. These data are a snapshot of profiles and associated documentation for sites and period stated held within the National Oceanographic Database as at the Dataset Publication Date.
DOI: 10.4231/d33775v4b
title: UT01, Steel Moment Resisting Frame with WUF-W Connections and Weak Panel Zone

description: Specimen UT01 was designed to model an interior joint of a steel moment resisting frame. The specimen consists of a single W33X263 A992 column with two W30X108 A992 beams attached to each flange. The subassemblage models a frame with approximately a 16 ft - 10 inches story height and a 29 ft - 8 inches beam span. The welded unreinforced flange-welded web (WUF-W) moment connection specimen was designed in accordance with Chapter 8 of the Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (AISC 358-10), while it has weak panel zone strength to promote severe inelastic deformation of the panel zone. The specimen was subjected to cyclic loads at the top of the column by applying increasing levels of the story drift angle. The pre-determined loading sequence followed the AISC Seismic load protocol.

To simulate points of inflection under lateral load, the ends of the members were pin connected. The bottom of the column was connected to a high capacity clevis and the top of the column was rigidly attached to the loading crosshead, which can be controlled to simulate a pin. Each beam end was supported by two actuators that are intended to serve as a roller support. That is, the actuators were controlled to keep the beam ends at a constant elevation, and allow free horizontal translation and rotation of the beam ends. Lateral support frames were provided near the beam ends and the beam-to-column connection region.
DOI: 10.4231/d3707wn7m
title: UT01, Steel Moment Resisting Frame with WUF-W Connections and Weak Panel Zone

description: Specimen UT01 was designed to model an interior joint of a steel moment resisting frame. The specimen consists of a single W33X263 A992 column with two W30X108 A992 beams attached to each flange. The subassemblage models a frame with approximately a 16 ft - 10 inches story height and a 29 ft - 8 inches beam span. The welded unreinforced flange-welded web (WUF-W) moment connection specimen was designed in accordance with Chapter 8 of the Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (AISC 358-10), while it has weak panel zone strength to promote severe inelastic deformation of the panel zone. The specimen was subjected to cyclic loads at the top of the column by applying increasing levels of the story drift angle. The pre-determined loading sequence followed the AISC Seismic load protocol.

To simulate points of inflection under lateral load, the ends of the members were pin connected. The bottom of the column was connected to a high capacity clevis and the top of the column was rigidly attached to the loading crosshead, which can be controlled to simulate a pin. Each beam end was supported by two actuators that are intended to serve as a roller support. That is, the actuators were controlled to keep the beam ends at a constant elevation, and allow free horizontal translation and rotation of the beam ends. Lateral support frames were provided near the beam ends and the beam-to-column connection region.
DOI: 10.4231/d3q23r050
title: UT04, Steel Moment Resisting Frame with WUF-W Connections and Weak Panel Zone

description: Specimen UT04 was designed to model an interior joint of a steel moment resisting frame. The specimen consists of a single W14X398 A992 column with two W36X150 A992 beams attached to each flange. The subassemblage models a frame with approximately a 16 ft - 10 inches story height and a 29 ft - 8 inches beam span. The welded unreinforced flange-welded web (WUF-W) moment connection specimen was designed in accordance with Chapter 8 of the Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (AISC 358-10), while it has weak panel zone strength to promote severe inelastic deformation of the panel zone. The specimen was subjected to cyclic loads at the top of the column by applying increasing levels of the story drift angle. The pre-determined loading sequence followed the AISC Seismic load protocol.

To simulate points of inflection under lateral load, the ends of the members were pin connected. The bottom of the column was connected to a high capacity clevis and the top of the column was rigidly attached to the loading crosshead, which can be controlled to simulate a pin. Each beam end was supported by two actuators that are intended to serve as a roller support. That is, the actuators were controlled to keep the beam ends at a constant elevation, and allow free horizontal translation and rotation of the beam ends. Lateral support frames were provided near the beam ends and the beam-to-column connection region.
DOI: 10.4231/d3tt4fs9d
title: UT03, Steel Moment Resisting Frame with WUF-W Connections and Strong Panel Zone

description: Specimen UT03 was identical to Specimen UT01, except that it was provided with two 1/2 inch doubler plates.

Specimen UT03 was designed to model an interior joint of a steel moment resisting frame. The specimen consists of a single W33X263 A992 column with two W30X108 A992 beams attached to each flange. The subassemblage models a frame with approximately a 16 ft - 10 inches story height and a 29 ft - 8 inches beam span. The welded unreinforced flange-welded web (WUF-W) moment connection specimen was designed in accordance with Chapter 8 of the Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (AISC 358-10), while it has strong panel zone strength to promote severe inelastic deformation of the beams. The specimen was subjected to cyclic loads at the top of the column by applying increasing levels of the story drift angle. The pre-determined loading sequence followed the AISC Seismic load protocol.

To simulate points of inflection under lateral load, the ends of the members were pin connected. The bottom of the column was connected to a high capacity clevis and the top of the column was rigidly attached to the loading crosshead, which can be controlled to simulate a pin. Each beam end was supported by two actuators that are intended to serve as a roller support. That is, the actuators were controlled to keep the beam ends at a constant elevation, and allow free horizontal translation and rotation of the beam ends. Lateral support frames were provided near the beam ends and the beam-to-column connection region.