cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.3886/e32332v1
title: Validation of siblings' survival calendar, Niakhar 2013

description: Very few low-income countries have complete vital registration systems to monitor adult mortality accurately. Instead, adult mortality is estimated from data collected during household-based surveys, by asking respondents about the survival of their siblings. These siblings' survival histories (SSH) are inexpensive to collect but are potentially affected by large errors. As a result, estimates of the level of adult mortality in low-income countries are frequently contested. In this project, we tested whether a new survey instrument helps improve the quality of data on siblings' survival collected during surveys. This new instrument (which we call the "siblings' survival calendar", SSC) incorporates a number of probes and recall cues to reduce omissions of siblings. It also includes an event history calendar to improve the reporting of dates and ages. We conducted a validation study of this instrument in a rural area of Senegal. During this study, we randomized half the sample of respondents to an interview with the standard SSH instrument, and the other half to an interview with the SSC.
DOI: 10.3886/e32346v1
title: Validation of siblings' survival calendar, Niakhar 2013

description: Very few low-income countries have complete vital registration systems to monitor adult mortality accurately. Instead, adult mortality is estimated from data collected during household-based surveys, by asking respondents about the survival of their siblings. These siblings' survival histories (SSH) are inexpensive to collect but are potentially affected by large errors. As a result, estimates of the level of adult mortality in low-income countries are frequently contested. In this project, we tested whether a new survey instrument helps improve the quality of data on siblings' survival collected during surveys. This new instrument (which we call the "siblings' survival calendar", SSC) incorporates a number of probes and recall cues to reduce omissions of siblings. It also includes an event history calendar to improve the reporting of dates and ages. We conducted a validation study of this instrument in a rural area of Senegal. During this study, we randomized half the sample of respondents to an interview with the standard SSH instrument, and the other half to an interview with the SSC.
DOI: 10.3886/e32935v1
title: Validation of siblings' survival calendar, Niakhar 2013

description: Very few low-income countries have complete vital registration systems to monitor adult mortality accurately. Instead, adult mortality is estimated from data collected during household-based surveys, by asking respondents about the survival of their siblings. These siblings' survival histories (SSH) are inexpensive to collect but are potentially affected by large errors. As a result, estimates of the level of adult mortality in low-income countries are frequently contested. In this project, we tested whether a new survey instrument helps improve the quality of data on siblings' survival collected during surveys. This new instrument (which we call the "siblings' survival calendar", SSC) incorporates a number of probes and recall cues to reduce omissions of siblings. It also includes an event history calendar to improve the reporting of dates and ages. We conducted a validation study of this instrument in a rural area of Senegal. During this study, we randomized half the sample of respondents to an interview with the standard SSH instrument, and the other half to an interview with the SSC.
DOI: 10.6073/pasta/1dcadeb2c30224c2b72d81361a5c0cd8
title: Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2007-07-10
DOI: 10.6073/pasta/38c96d8dc244ab22316f3367350c2ab9
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2006-05-20
DOI: 10.6073/pasta/611907f2b55652b165eb016c0c0cfa84
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1986-05-07
DOI: 10.6073/pasta/8aec96652dc1e872ad19980d0d4c1eb1
title: Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2007-06-24
DOI: 10.6073/pasta/b9806ba081776083d260c9d3ca0e67f2
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 1999-12-27
DOI: 10.6073/pasta/cfc969870b9b4ae964a3f0e15a7e55a7
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 1999-12-11
DOI: 10.6073/pasta/e449626cb3e94762f7ad163010bced82
title: Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2007-08-11
DOI: 10.6073/pasta/e8890620fe68f5870bc1edb77ad696a2
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1991-06-22
DOI: 10.6073/pasta/f4b6c409d7f943151ce1f0c0e28d43bf
title: Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2007-08-27
DOI: 10.17636/01007359
title: A Randomised, Double-Blind, Placebo-Controlled, Cross-Over, Single-Centre Study to Investigate the Acute Lung Deflation Effects of Fluticasone Furoate/Vilanterol Inhalation Powder 100/25mcg Once Daily on Cardiac Biventricular Function and Arterial Stiffness in Adults with COPD
DOI: 10.4231/d32v2cb43
title: Pushover Testing of Damaged Sub-Standard Three-Story Concentrically Braced Steel Frame with Stiff Rocking Core

description: A rehabilitated 1/3 scale sub-standard three-story concentrically braced frame (3NCBF) was subjected to uni-directional uniform drift pushover loading after the completion of hybrid seismic testing.  Cyclic loading to failure was not performed on this specimen because out-of-plane twisting observed during hybrid seismic testing threatened to damage critical test setup components required for the remaining experiments.  Actuators attached to the 3NCBF specimen at each floor elevation were retracted to impose a uniform drift to acquire data on the ultimate strength and failure mechanism of this rehabilitated frame.

The 3NCBF specimen was designed using forces obtained from a 1959 SEAOC equivalent lateral force procedure (ELFP), and several connection details were purposely under designed based on a survey of older steel construction.  The stiff rocking core (SRC) rehabilitation frame was attached to the 3NCBF specimen at each floor elevation using fixed-pinned links designed to dissipate energy through yielding in flexure.  The SRC allows lateral forces to redistribute along the height of the frame as strength and stiffness degrade due to damage in the braces.  This prevents the formation of a soft-story collapse mechanism commonly observed in older steel construction.
DOI: 10.4231/d36h4cr5h
title: Cyclic Testing of Damaged Three-Story Special Concentrically Braced Steel Frame with Improved Column Design

description: A 1/3 scale three-story special concentrically braced frame (3SCBF) was subjected to cyclic loading to failure after the completion of hybrid seismic testing.  A uniform drift of 4% in both directions with a saw tooth displacement time history was imposed by actuators attached at each floor elevation.  Four complete cycles were required to fracture all braces, and an additional cycle was performed to obtain the bare damaged frame's hysteretic response.  The objective of this test was to characterize the degradation of inter-story strength and stiffness as the braces--the primary lateral force resisting system (LFRS)--accumulate damage and eventually fracture.

The specimen frame was designed and detailed according to the AISC Steel Construction Manual and Seismic Provisions.  Increased column sections allow lateral forces to redistribute along the height of the frame as strength and stiffness degrade due to damage in the braces.  This prevents the formation of a soft-story collapse mechanism commonly observed in modern SCBF designs under MCE loading.
DOI: 10.4231/d3b56d57t
title: Site 6 Rammed Aggregate Piers test pad liquefaction tests

description: Four 2D geophone sensors and five PPTs are pushed into the ground at varying depths according to a general sensor layout.  The vibroseis T-Rex is used to cyclicly load the ground with 100 cycles in staged loading trials with forces ranging from 3,000 to 30,000 lbs.  The sensors measured the ground response to cyclic loading with regard to ground motion and the development of water pressure.
DOI: 10.4231/d3z31nq0h
title: Cyclic Testing of Damaged Three-Story Special Concentrically Braced Steel Frame with Stiff Rocking Core

description: A rehabilitated 1/3 scale three-story special concentrically braced frame (6SCBF) was subjected to cyclic loading to failure after the completion of hybrid seismic testing.  This frame was designed as the bottom three stories of a six-story structure (same specimen as Hybrid Simulation 3).  A uniform drift in both directions with a saw tooth displacement time history was imposed by actuators attached at each floor elevation.  Cycles started at 4% drift and increased by 1% with each cycle.  One-and-a-half cycles were required to fracture all braces, and an additional cycle was performed to obtain the bare damaged frame's hysteretic response.  The objective of this test was to characterize the degradation of inter-story strength and stiffness as the braces--the primary lateral force resisting system (LFRS)--accumulate damage and eventually fracture.

The specimen frame was designed and detailed according to the AISC Steel Construction Manual and Seismic Provisions.  The stiff rocking core (SRC) allows lateral forces to redistribute along the height of the frame as strength and stiffness degrade due to damage in the braces.  This prevents the formation of a soft-story collapse mechanism commonly observed in modern SCBF designs under MCE loading.
DOI: 10.5255/ukda-sn-851494
title: HALCyon Healthy Ageing across the Life Course
DOI: 10.6073/pasta/0d7861bc5c95846e4914bf9d871abf2d
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-05-03
DOI: 10.6073/pasta/187374f5796ad9d888eb333bd4cfed31
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-04-01
DOI: 10.6073/pasta/1f247121c46932c0cdba0b56a0c8d810
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2010-01-23
DOI: 10.6073/pasta/5265a93c6b65964a5a9b574cc7bb70ad
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1995-06-08
DOI: 10.6073/pasta/676208ddc8490fe729d7f787f1c24b19
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1995-08-11
DOI: 10.6073/pasta/70632c316bcd4b8c222be53c34dff699
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-02-29
DOI: 10.6073/pasta/8fcaa75c0976303ae333fb82582adfcc
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1995-09-28
DOI: 10.6073/pasta/9a1b7a530de42c09078540361f0b0410
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1998-05-15
DOI: 10.6073/pasta/a75ec792ccd8df0a52d6cb9d47f2e2a2
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2009-04-26
DOI: 10.6073/pasta/c295623acc3036b815a899e2d0805f0e
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-01-28
DOI: 10.6073/pasta/cf4ac8a6bd4efd9d64e0e7320c2a6339
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2008-07-12
DOI: 10.6073/pasta/e5619385386f6d1e45ad7246aeb6a282
title: Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2007-09-12
DOI: 10.6073/pasta/ed5d27257b5e7d484a55237a12063ec3
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1995-10-14
DOI: 10.3886/e32972v1
title: India (Bihar, Gujarat, UP) Provider Assessments

description: No summary available for this study.
DOI: 10.3886/e32984v1
title: India (Bihar, Gujarat, UP) Provider Assessments

description: No summary available for this study.
DOI: 10.3886/e33679v1
title: India (Bihar, Gujarat, UP) Provider Assessments

description: No summary available for this study.
DOI: 10.4231/d3js9h864
title: Seismic Hybrid Experimental Testing of Six-Story Special Concentrically Braced Steel Frame with Stiff Rocking Core

description: A rehabilitated 1/3 scale six-story concentrically braced frame (6SCBF) was subjected to two back-to-back ground motions performed quasi-statically using hybrid simulation to investigate the effectiveness of rehabilitation using a stiff rocking core (SRC).  A maximum considered earthquake (MCE) ground motion followed by a near fault (NF) earthquake ground motion were selected to examine the effectiveness of the SRC during extreme and near-fault seismic events.  The specimen frame was designed and detailed according to the AISC Steel Construction Manual and Seismic Provisions.  The SRC was attached to the specimen frame at the first and second floor elevations using pinned-pinned links designed to axially transfer the interaction forces between the two frames.  The SRC allows lateral forces to redistribute along the height of the frame as strength and stiffness degrade due to damage in the braces.  This prevents the formation of a soft-story collapse mechanism commonly observed in modern SCBF designs under MCE loading.  

The physical substructure consisted of the bottom three stories of the 6SCBF specimen and two-story SRC.  All tributary gravity framing, including mass and gravity loads, was modeled as a single column in the Open System for Earthquake Engineering (OpenSees, 2012).  The top three stories of the six-story specimen frame were also modeled analytically using OpenSees.  Braces were modeled to simulate buckling behavior, gusset plate folding along yield lines, and fracture due to low-cycle fatigue.  The analytical substructure was subjected to ground motions selected from the SAC ground motion bins for the LA site.  Target displacement values were imposed by actuators attached to the physical specimen at each floor elevation, and measured forces in the actuators were communicated back to the analytical model for calculation of the next target displacement.  The physical substructure and laboratory hardware were integrated with the analytical substructure through the Open Source Framework for Experimental Setup and Control (OpenFresco, 2008).
DOI: 10.4231/d3pk0730f
title: Seismic Hybrid Experimental Testing of Sub-Standard Three-Story Concentrically Braced Steel Frame with Stiff Rocking Core

description: A rehabilitated 1/3 scale sub-standard three-story concentrically braced frame (3NCBF) was subjected to two back-to-back ground motions performed quasi-statically using hybrid simulation to investigate the effectiveness of rehabilitation using a stiff rocking core (SRC).  A design basis earthquake (DBE) ground motion followed by a maximum considered earthquake (MCE) ground motion were selected to examine the effectiveness of the SRC under multiple hazard levels.  The specimen frame was designed using forces obtained from a 1959 SEAOC equivalent lateral force procedure (ELFP), and several connection details were purposely under designed based on a survey of older steel construction.  The SRC was attached to the specimen frame at each floor elevation using fixed-pinned links designed to dissipate energy through yielding in flexure.  The SRC allows lateral forces to redistribute along the height of the frame as strength and stiffness degrade due to damage in the braces.  This prevents the formation of a soft-story collapse mechanism commonly observed in older steel construction under seismic loading.  

All tributary gravity framing, including mass and gravity loads, was modeled as a single column in the Open System for Earthquake Engineering (OpenSees, 2012).  This model was subjected to ground motions selected from the SAC ground motion bins for the LA site.  Target displacement values were imposed by actuators attached to the physical specimen at each floor elevation, and measured forces in the actuators were communicated back to the analytical model for calculation of the next target displacement.  The physical substructure and laboratory hardware were integrated with the analytical substructure through the Open Source Framework for Experimental Setup and Control (OpenFresco, 2008).
DOI: 10.4231/d3tb0xw58
title: Seismic Hybrid Experimental Testing of Three-Story Special Concentrically Braced Steel Frame with Improved Column Design

description: A 1/3 scale three-story special concentrically braced frame (3SCBF) was subjected to two back-to-back maximum considered earthquake (MCE) ground motions performed quasi-statically using hybrid simulation to investigate the effects of increased column section design on inter-story drift demand distribution.  The specimen frame was designed and detailed according to the AISC Steel Construction Manual and Seismic Provisions.  Increased column sections allow lateral forces to redistribute along the height of the frame as strength and stiffness degrade due to damage in the braces.  This prevents the formation of a soft-story collapse mechanism commonly observed in modern SCBF designs under MCE loading.

All tributary gravity framing, including mass and gravity loads, was modeled as a single column in the Open System for Earthquake Engineering (OpenSees, 2012).  This model was subjected to ground motions selected from the SAC ground motion bins for the LA site.  Target displacement values were imposed by actuators attached to the physical specimen at each floor elevation, and measured forces in the actuators were communicated back to the analytical model for calculation of the next target displacement.  The physical substructure and laboratory hardware were integrated with the analytical substructure through the Open Source Framework for Experimental Setup and Control (OpenFresco, 2008).
DOI: 10.5255/ukda-sn-851731
title: Impact on productivity of ending resale price maintenance on books, UK and Germany
DOI: 10.6073/pasta/15c8f933a3664d01315ad42d0e7ed219
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-06-20
DOI: 10.6073/pasta/48e68e6888f0f571855c17107113f67e
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1999-06-19
DOI: 10.6073/pasta/535fe96ca6b5a77cb9295e897970643f
title: Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2007-09-28
DOI: 10.6073/pasta/5b5041e00437aa9db427fedbb2f15660
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-07-22
DOI: 10.6073/pasta/6e2cb4712e6c1b76b97cbebc407db39d
title: Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2008-02-03
DOI: 10.6073/pasta/a2737ccb9b2c142b789a5eec9f343068
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1999-06-03
DOI: 10.6073/pasta/a73dc4af206876041e9fb0d481f20b10
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-07-06
DOI: 10.6073/pasta/b129750af60c30a4e724f451c9d5cae9
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1999-08-06
DOI: 10.6073/pasta/b9a94cccac8d997f4a9a24eccf7dfd73
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-08-07
DOI: 10.6073/pasta/ed2988124bf6c8de5b03b72ae2d431dd
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 2005-08-22
DOI: 10.6073/pasta/fa780ef45c1f22b4e01cf3205d3090f3
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1995-08-20
DOI: 10.6073/pasta/fac8929648aa9f636dbeeb31d3097729
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1998-06-16
DOI: 10.4231/d36d5pc26
title: Site 6 Rammed Aggregate Piers test pad crosshole tests

description: A 3-component receiver is pushed into ground by T-Rex at various depths to measure the ground motion from two source rods on two side of the receiver.  Source rods were pushed into ground by mobile CPT ramps.

Note: Data is not provided in engineering units because analysis is performed using raw voltage signal to identify arrival of compression and shear waves.
DOI: 10.6073/pasta/2bb0f251b74d9efbee43ab59b2c9a3c9
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 2005-09-23
DOI: 10.6073/pasta/57481ad3e68aa87ed672956e55858879
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 2006-08-09
DOI: 10.6073/pasta/608d6b3d32257b54867a54723fd1f778
title: Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2008-02-19
DOI: 10.6073/pasta/6b41635cf848d45f43e0765556d78833
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-08-23
DOI: 10.6073/pasta/7a6955141dc78f1a2c619d18a9fefaa9
title: Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2008-04-23
DOI: 10.6073/pasta/8f2085d475b95f2ac07b6bb65ac87835
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 2006-09-10
DOI: 10.6073/pasta/92266dea0bfbe5404d866d69f2630cdd
title: Evaporation pan data beginning 1983 - Jornada LTER Weather Station
DOI: 10.6073/pasta/9bd29972f3077bf3fb443831f6cdeeef
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-09-08
DOI: 10.6073/pasta/a5a2f38cb6967e33eaf694d6279b7317
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 2006-06-22
DOI: 10.6073/pasta/af623e521fd2afee9c6b2cfb2d798c76
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1998-04-22
DOI: 10.6073/pasta/bd47f9bc92e490c355c942c9b9dfc405
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1995-10-07
DOI: 10.6073/pasta/f5fcb503184dcc6c93138d388df6db1a
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 2007-08-28
DOI: 10.6073/pasta/fbe3310fe7986fd1fe73701b1ffbb269
title: Evaporation pan data beginning 1983 - Jornada LTER Weather Station
DOI: 10.5255/ukda-sn-851722
title: The probability of catching cartels: EU data 1985-2009
DOI: 10.6073/pasta/2161b89fe8e320e6f99149992a8c5c9f
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 2008-08-30
DOI: 10.6073/pasta/239a178de657f274ff6fd51ca678b823
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 2009-04-11
DOI: 10.6073/pasta/4a7737533911d76c584e960206e674ee
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-12-29
DOI: 10.6073/pasta/4aefabe47ca7e920e4a27287e62e6c47
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 2009-06-14
DOI: 10.6073/pasta/7dd9acf684a6be890cb8560cdac4faf0
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 1998-05-24
DOI: 10.6073/pasta/a5c335aff4a98bc4640145fdff76829f
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-10-10
DOI: 10.6073/pasta/ab24eff79d88242d2d899743b9d83e43
title: LEDAPS corrected Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2000-12-13
DOI: 10.6073/pasta/b43216197062a971116572bc47e05992
title: Landsat Enhanced Thematic Mapper image data for Bonanza Creek LTER collected on 2008-05-10
DOI: 10.6073/pasta/cb81a4e34c5cb45d9d5df52357d5c996
title: Landsat Enhanced Thematic Mapper image data for Baltimore Ecosystem Study collected on 2008-06-10