cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.4231/d3zk55m2p
title: UT02, Steel Moment Resisting Frame with WUF-W Connections and Balanced Panel Zone

description: Specimen UT02 was identical to Specimen UT01, except that it was provided with one 1/2 inch doubler plate.

Specimen UT02 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 balanced panel zone strength to promote yielding in both the panel zone and 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.
DOI: 10.4231/d32b8vb7f
title: UT09, Steel Moment Resisting Frame with WUF-W Connections and Weak Panel Zone

description: Specimen UT09 was identical to Specimen UT08, except that it was subjected to column axial tensile loading. A tensile load of 780 kips, corresponding to 50% of specified minimum yield stress of the column was applied at the top of the column first and was kept constantly throughout lateral cyclic loading.

Specimen UT09 was designed to model an interior joint of a steel moment resisting frame. The specimen consists of a single W12X106 A992 column with two W24X55 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/d3610vr9w
title: UT08, Steel Moment Resisting Frame with WUF-W Connections and Weak Panel Zone

description: Specimen UT08 was designed to model an interior joint of a steel moment resisting frame. The specimen consists of a single W12X106 A992 column with two W24X55 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/d39s1kk2v
title: UT07, Steel Moment Resisting Frame with BFP Connections and Weak Panel Zone

description: Specimen UT07 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 bolted flange plate (BFP) moment connection specimen was designed in accordance with Chapter 7 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/d3fj29c60
title: UT06, Steel Moment Resisting Frame with WUF-W Connections and Strong Panel Zone

description: Specimen UT06 was identical to Specimen UT04, except that it was provided with two 1-1/8 inch doubler plates.

Specimen UT06 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 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.
DOI: 10.4231/d3k931617
title: UT05, Steel Moment Resisting Frame with WUF-W Connections and Balanced Panel Zone

description: Specimen UT05 was identical to Specimen UT04, except that it was provided with two 1/2 inch doubler plates.

Specimen UT05 was designed to model an interior joint of a steel moment resisting frame. The specimen consists of a single W14X198 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 balanced panel zone strength to promote yielding in both the panel zone and 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.
DOI: 10.4231/d3xk84q3x
title: UT10, Steel Moment Resisting Frame with WUF-W Connections and Weak Panel Zone

description: Specimen UT10 was identical to Specimen UT08, except that it was subjected to column axial tensile loading. The specimen was applied increasing levels of column tensile loads and lateral cyclic loads at the top of the column simultaneously. The column axial loads of approximately 8 times the column lateral cyclic loads was force controlled and applied throughout the test. During the 6% story drift cycles, the maximum axial tension force of 1115 kips was applied to the column which is corresponding to 71% of specified minimum yield stress of the column.

Specimen UT10 was designed to model an interior joint of a steel moment resisting frame. The specimen consists of a single W12X106 A992 column with two W24X55 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: 10.5255/ukda-sn-7252-1
title: Crime Survey for England and Wales, 2011-2012
DOI: 10.6073/pasta/dcd89cd322e574273f6b46b10af6fb43
title: Enclosure/exclosure experiments in a montane Puerto Rican stream examining direct and indirect effects of two dominant taxa of atyid (Atyidae) shrimp, Atya lanipes Holthius and Xiphocaris elongata Guerin-Meneville (Shrimp/ Algae/ Oecologia (1993))
DOI: 10.6073/pasta/355dc3d8c7ed1da0fc3331ff9d525a56
title: Bromeliad invertebrates at different elevations in Dominica
DOI: 10.6073/pasta/52542fafd8910ab902eedd01df123740
title: Neritina snails responses to channel realignment
DOI: 10.6073/pasta/5ee379f68e9ffbdec416e2d9d57501c0
title: Plant Litter Decomposition at the Sevilleta National Wildlife Refuge, New Mexico (1990-1998)
DOI: 10.6073/pasta/6da28d3ae640ca11b47d30924664f528
title: Physical and chemical attributes of Quebrada Prieta, Bisley 3, Bisley 5, and Toronja related to shrimp populations measurements
DOI: 10.6073/pasta/80525df4a4fe1f56dd06aa352f2c7dfd
title: Shaler Meteorological Station at Harvard Forest 1964-2002
DOI: 10.6073/pasta/c2ee9d1d8bc7bce6e1ee29e61d2e6b2c
title: USGS Long-term daily streamflow data at several LEF locations
DOI: 10.6073/pasta/f93d45c98773cc8fb9ce67afa79a438b
title: Conservation and management of migratory fauna and dams in tropical streams of Puerto Rico
DOI: 10.6073/pasta/02eba75a4c018e4f36be8b5f78a58cdf
title: Indirect upstream effects of dams: consequences of migratory consumer extirpation in Puerto Rico
DOI: 10.6073/pasta/3b154861eb03772c64f0cf88adec991a
title: NOAA Daily Surface Meteorologic Data at NCDC Tavernier Station (ID-088841)(FCE), South Florida from March 1948 to May 2009
DOI: 10.6073/pasta/8af4d84bae3712463804f6a35b54b569
title: NOAA Daily Surface Meteorologic Data at NCDC Miami International Airport Station (ID-085663)(FCE), South Florida from January 1948 to Present
DOI: 10.6073/pasta/968953f61c9b3c71e51788360761eba6
title: NOAA Daily Surface Meteorologic Data at NCDC Flamingo Ranger Station (ID-083020)(FCE), South Florida from January 1951 to Present
DOI: 10.6073/pasta/adfa6e535e7c1f5f3d500fbace6d98b9
title: Plant Litter Decomposition at the Sevilleta National Wildlife Refuge, New Mexico (1990-1998)
DOI: 10.6073/pasta/b39aa1dcd667fd2a02f66a0a8a999b9c
title: NOAA Daily Surface Meteorologic Data at NCDC Everglades Station (ID-082850)(FCE), South Florida from January 1931 to Present
DOI: 10.6073/pasta/d50adc01b4494d649823b1e9891fc40c
title: NOAA Daily Surface Meteorologic Data at NCDC Royal Palm Ranger Station (ID-087760)(FCE), South Florida from May 1949 to Present
DOI: 10.6073/pasta/35954f8f1bdd693e5a1dd99e1be894f9
title: Shrimp populations in Quebrada Prieta (Pools 0, 8, 9, 15) (El Verde)
DOI: 10.6073/pasta/6f284da93dc504b2f3510c22c107549a
title: Massachusetts Historical Landcover and Census Data 1640-1999
DOI: 10.6073/pasta/7b70a650cf97837318e76d0e8a9ee0b6
title: Forest Change and Human Populations in New England 1650-2006
DOI: 10.6073/pasta/92ed3bb5a1754b6afea6d78c7f2d4706
title: Forest Damage Patterns at Harvard Forest in the 1938 Hurricane
DOI: 10.6073/pasta/0e1a1d56e665220a8e95146953e3bdc8
title: Shrimp populations in Quebrada Prieta (Pools 0, 8, 9, 15) (El Verde)
DOI: 10.6073/pasta/2566088368ca2560cc0451458c2fa693
title: Shrimp populations in Quebrada Prieta (Pools 0, 8, 9, 15) (El Verde)
DOI: 10.5255/ukda-sn-7155-1
title: MQ5: Investment by Insurance Companies, Pension Funds and Trusts, 2009-2012: Secure Access
DOI: 10.6073/pasta/d19d3079292ef819c32c5c7cf8fd59f1
title: Surface Water Quality Monitoring Data collected in South Florida Coastal Waters (FCE) from June 1989 to Present
DOI: 10.6073/pasta/60d65605da228eabb01a44e6793bd01e
title: Frog transect data
DOI: 10.6073/pasta/15ef0776225df51dd5409e7bf982070c
title: MCR LTER: Coral Reef: Ocean Currents and Biogeochemistry: salinity, temperature and current at CTD and ADCP mooring FOR05 from 2004 ongoing
DOI: 10.6073/pasta/474a2259757420e1c10d8d545830c8df
title: MCR LTER: Coral Reef: Ocean Currents and Biogeochemistry: salinity, temperature and current at CTD and ADCP mooring FOR01 from 2004 ongoing
DOI: 10.6073/pasta/7530f0bc71777dd399afb4ceb75b3905
title: MCR LTER: Coral Reef: Ocean Currents and Biogeochemistry: salinity, temperature and current at CTD and ADCP mooring FOR04 from 2004 ongoing
DOI: 10.5439/1073046
title: ARM - Midlatitude Continental Convective Clouds Experiment (MC3E): Multi-Frequency Profilers, Surface Meteorology (williams-surfmet)

description: This data was collected by the NOAA 449-MHz and 2.8-GHz profilers in support of the Department of Energy (DOE) and NASA sponsored Mid-latitude Continental Convective Cloud Experiment (MC3E). The profiling radars were deployed in Northern Oklahoma at the DOE Atmospheric Radiation Mission (ARM) Southern Great Plans (SGP) Central Facility from 22 April through 6 June 2011. NOAA deployed three instruments: a Parsivel disdrometer, a 2.8-GHz profiler, and a 449-MHz profiler. The parasivel provided surface estimates of the raindrop size distribution and is the reference used to absolutely calibrate the 2.8 GHz profiler. The 2.8-GHz profiler provided unattenuated reflectivity profiles of the precipitation. The 449-MHz profiler provided estimates of the vertical air motion during precipitation from near the surface to just below the freezing level. By using the combination of 2.8-GHz and 449-MHz profiler observations, vertical profiles of raindrop size distributions can be retrieved. The profilers are often reference by their frequency band: the 2.8-GHz profiler operates in the S-band and the 449-MHz profiler operates in the UHF band. The raw observations are available as well as calibrated spectra and moments. This document describes how the instruments were deployed, how the data was collected, and the format of the archived data.
DOI: 10.5439/1073032
title: ARM - Midlatitude Continental Convective Clouds

description: Convective processes play a critical role in the Earth's energy balance through the redistribution of heat and moisture in the atmosphere and their link to the hydrological cycle. Accurate representation of convective processes in numerical models is vital towards improving current and future simulations of Earths climate system. Despite improvements in computing power, current operational weather and global climate models are unable to resolve the natural temporal and spatial scales important to convective processes and therefore must turn to parameterization schemes to represent these processes. In turn, parameterization schemes in cloud-resolving models need to be evaluated for their generality and application to a variety of atmospheric conditions. Data from field campaigns with appropriate forcing descriptors have been traditionally used by modelers for evaluating and improving parameterization schemes.
DOI: 10.5439/1073033
title: ARM - Midlatitude Continental Convective Clouds (comstock-hvps)

description: Convective processes play a critical role in the Earth's energy balance through the redistribution of heat and moisture in the atmosphere and their link to the hydrological cycle. Accurate representation of convective processes in numerical models is vital towards improving current and future simulations of Earths climate system. Despite improvements in computing power, current operational weather and global climate models are unable to resolve the natural temporal and spatial scales important to convective processes and therefore must turn to parameterization schemes to represent these processes. In turn, parameterization schemes in cloud-resolving models need to be evaluated for their generality and application to a variety of atmospheric conditions. Data from field campaigns with appropriate forcing descriptors have been traditionally used by modelers for evaluating and improving parameterization schemes.
DOI: 10.5439/1073038
title: ARM - Midlatitude Continental Convective Clouds  - Ultra High Sensitivity Aerosol Spectrometer(tomlinson-uhsas)

description: Ultra High Sensitivity Aerosol Spectrometer (UHSASA) A major component of the Mid-latitude Continental Convective Clouds Experiment (MC3E) field campaign was the deployment of an enhanced radiosonde array designed to capture the vertical profile of atmospheric state variables (pressure, temperature, humidity wind speed and wind direction) for the purpose of deriving the large-scale forcing for use in modeling studies. The radiosonde array included six sites (enhanced Central Facility [CF-1] plus five new sites) launching radiosondes at 3-6 hour sampling intervals.  The network will cover an area of approximately (300)2 km2 with five outer sounding launch sites and one central launch location. The five outer sounding launch sites are: S01 Pratt, KS [ 37.7oN, 98.75oW]; S02 Chanute, KS [37.674, 95.488]; S03 Vici, Oklahoma [36.071, -99.204]; S04 Morris, Oklahoma [35.687, -95.856]; and  S05 Purcell, Oklahoma [34.985, -97.522]. Soundings from the SGP Central Facility during MC3E can be retrieved from the regular ARM archive.  During routine MC3E operations 4 radiosondes were launched from each of these sites (approx. 0130, 0730, 1330 and 1930 UTC). On days that were forecast to be convective up to four additional launches were launched at each site (approx. 0430, 1030, 1630, 2230 UTC). There were a total of approximately 14 of these high frequency launch days over the course of the experiment. These files contain brightness temperatures observed at Purcell during MC3E.  The measurements were made with a 5 channel (22.235, 23.035, 23.835, 26.235, 30.000GHz) microwave radiometer at one minute intervals. The results have been separated into daily files and the day of observations is indicated in the file name.   All observations were zenith pointing.  Included in the files are the time variables base_time and time_offset.  These follow the ARM time conventions.  Base_time is the number seconds since January 1, 1970 at 00:00:00 for the first data point of the file and time_offset is the offset in seconds from base_time.
DOI: 10.5439/1073039
title: ARM - Midlatitude Continental Convective Clouds  - Single Column Model Forcing (xie-scm_forcing)

description: The constrained variational objective analysis approach described in Zhang and Lin [1997] and Zhang et al. [2001]was used to derive the large-scale single-column/cloud resolving model forcing and evaluation data set from the observational data collected during Midlatitude Continental Convective Clouds Experiment (MC3E), which was conducted during April to June 2011 near the ARM Southern Great Plains (SGP) site. The analysis data cover the period from 00Z 22 April - 21Z 6 June 2011. The forcing data represent an average over the 3 different analysis domains centered at central facility with a diameter of 300 km (standard SGP forcing domain size), 150 km and 75 km, as shown in Figure 1. This is to support modeling studies on various-scale convective systems.