cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.4231/d3xp6v35s
title: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW8

description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance and risk assessment. The US National Science Foundation funded a Network for Earthquake Engineering Simulation (NEES) research project on shear walls of conventional and composite construction to better understand the seismic behavior of these widely used structural elements. A total of 16 rectangular, low aspect ratio concrete shear walls (12 conventionally reinforced concrete and four composite) were built and tested at the University at Buffalo (UB).

The goals of the project include validation of simulation tools and updating of numerical modeling procedures to more accurately predict the behavior of low aspect ratio walls with rectangular cross sections. Physical and numerical simulation results will be used to generate and update predictive strength and new code design equations, load-displacement relationships and macro-level hysteretic models. Fragility functions and damage states for use with next generation tools for performance-based earthquake engineering will be updated. Educational tools will be developed to effectively and efficiently explain the resistance and failure mechanism of low aspect ratio reinforced concrete shear walls.
 
The test data confirmed that design equations in codes and standards are unable to predict peak shear strength and that the scatter in the predictions is significant. The hysteretic response of the test specimens degraded quickly at cycles to displacement greater than that associated with peak strength, questioning the behavior of nuclear structures that incorporate shear walls for earthquake shaking more intense than design basis. The effective stiffness of the test specimens were substantially lower than those calculated using the predictive equations of ASCE 43-05 and ASCE 41-06, which is problematic for dynamic analysis, generation of in-structure floor response spectra, and risk assessment.
DOI: 10.6073/pasta/61f575e86e0ec3c95a30a4ea0dc6c1ac
title: Soil Moisture in the Biodiversity Gradient Experiment at the Kellogg Biological Station, Hickory Corners, MI  (2001 to 2001)
DOI: 10.6073/pasta/6b3c9c4f1b40d554dd33019aec1b7249
title: KBS National Weather Service Station at the Kellogg Biological Station, Hickory Corners, MI  (1948 to 2013)
DOI: 10.6073/pasta/778b21eabeeaa16d71d35227459494cb
title: 1994 Earthworm Survey at the Kellogg Biological Station, Hickory Corners, MI  (1994 to 1994)
DOI: 10.6073/pasta/89e5b16d79acbb55001abe82f650f863
title: Living Field Laboratory at the Kellogg Biological Station, Hickory Corners, MI  (1922 to 2007)
DOI: 10.4231/d31g0hv0p
title: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW7

description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance and risk assessment. The US National Science Foundation funded a Network for Earthquake Engineering Simulation (NEES) research project on shear walls of conventional and composite construction to better understand the seismic behavior of these widely used structural elements. A total of 16 rectangular, low aspect ratio concrete shear walls (12 conventionally reinforced concrete and four composite) were built and tested at the University at Buffalo (UB).

The goals of the project include validation of simulation tools and updating of numerical modeling procedures to more accurately predict the behavior of low aspect ratio walls with rectangular cross sections. Physical and numerical simulation results will be used to generate and update predictive strength and new code design equations, load-displacement relationships and macro-level hysteretic models. Fragility functions and damage states for use with next generation tools for performance-based earthquake engineering will be updated. Educational tools will be developed to effectively and efficiently explain the resistance and failure mechanism of low aspect ratio reinforced concrete shear walls.
 
The test data confirmed that design equations in codes and standards are unable to predict peak shear strength and that the scatter in the predictions is significant. The hysteretic response of the test specimens degraded quickly at cycles to displacement greater than that associated with peak strength, questioning the behavior of nuclear structures that incorporate shear walls for earthquake shaking more intense than design basis. The effective stiffness of the test specimens were substantially lower than those calculated using the predictive equations of ASCE 43-05 and ASCE 41-06, which is problematic for dynamic analysis, generation of in-structure floor response spectra, and risk assessment.
DOI: 10.4231/d3542j820
title: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW1

description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance and risk assessment. The US National Science Foundation funded a Network for Earthquake Engineering Simulation (NEES) research project on shear walls of conventional and composite construction to better understand the seismic behavior of these widely used structural elements. A total of 16 rectangular, low aspect ratio concrete shear walls (12 conventionally reinforced concrete and four composite) were built and tested at the University at Buffalo (UB).

The goals of the project include validation of simulation tools and updating of numerical modeling procedures to more accurately predict the behavior of low aspect ratio walls with rectangular cross sections. Physical and numerical simulation results will be used to generate and update predictive strength and new code design equations, load-displacement relationships and macro-level hysteretic models. Fragility functions and damage states for use with next generation tools for performance-based earthquake engineering will be updated. Educational tools will be developed to effectively and efficiently explain the resistance and failure mechanism of low aspect ratio reinforced concrete shear walls.
 
The test data confirmed that design equations in codes and standards are unable to predict peak shear strength and that the scatter in the predictions is significant. The hysteretic response of the test specimens degraded quickly at cycles to displacement greater than that associated with peak strength, questioning the behavior of nuclear structures that incorporate shear walls for earthquake shaking more intense than design basis. The effective stiffness of the test specimens were substantially lower than those calculated using the predictive equations of ASCE 43-05 and ASCE 41-06, which is problematic for dynamic analysis, generation of in-structure floor response spectra, and risk assessment.
DOI: 10.4231/d38w3825b
title: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW2

description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance and risk assessment. The US National Science Foundation funded a Network for Earthquake Engineering Simulation (NEES) research project on shear walls of conventional and composite construction to better understand the seismic behavior of these widely used structural elements. A total of 16 rectangular, low aspect ratio concrete shear walls (12 conventionally reinforced concrete and four composite) were built and tested at the University at Buffalo (UB).

The goals of the project include validation of simulation tools and updating of numerical modeling procedures to more accurately predict the behavior of low aspect ratio walls with rectangular cross sections. Physical and numerical simulation results will be used to generate and update predictive strength and new code design equations, load-displacement relationships and macro-level hysteretic models. Fragility functions and damage states for use with next generation tools for performance-based earthquake engineering will be updated. Educational tools will be developed to effectively and efficiently explain the resistance and failure mechanism of low aspect ratio reinforced concrete shear walls.
 
The test data confirmed that design equations in codes and standards are unable to predict peak shear strength and that the scatter in the predictions is significant. The hysteretic response of the test specimens degraded quickly at cycles to displacement greater than that associated with peak strength, questioning the behavior of nuclear structures that incorporate shear walls for earthquake shaking more intense than design basis. The effective stiffness of the test specimens were substantially lower than those calculated using the predictive equations of ASCE 43-05 and ASCE 41-06, which is problematic for dynamic analysis, generation of in-structure floor response spectra, and risk assessment.
DOI: 10.4231/d3dn3zw0s
title: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW12

description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance and risk assessment. The US National Science Foundation funded a Network for Earthquake Engineering Simulation (NEES) research project on shear walls of conventional and composite construction to better understand the seismic behavior of these widely used structural elements. A total of 16 rectangular, low aspect ratio concrete shear walls (12 conventionally reinforced concrete and four composite) were built and tested at the University at Buffalo (UB).

The goals of the project include validation of simulation tools and updating of numerical modeling procedures to more accurately predict the behavior of low aspect ratio walls with rectangular cross sections. Physical and numerical simulation results will be used to generate and update predictive strength and new code design equations, load-displacement relationships and macro-level hysteretic models. Fragility functions and damage states for use with next generation tools for performance-based earthquake engineering will be updated. Educational tools will be developed to effectively and efficiently explain the resistance and failure mechanism of low aspect ratio reinforced concrete shear walls.
 
The test data confirmed that design equations in codes and standards are unable to predict peak shear strength and that the scatter in the predictions is significant. The hysteretic response of the test specimens degraded quickly at cycles to displacement greater than that associated with peak strength, questioning the behavior of nuclear structures that incorporate shear walls for earthquake shaking more intense than design basis. The effective stiffness of the test specimens were substantially lower than those calculated using the predictive equations of ASCE 43-05 and ASCE 41-06, which is problematic for dynamic analysis, generation of in-structure floor response spectra, and risk assessment.
DOI: 10.4231/d3jd4pp4x
title: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW11

description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance and risk assessment. The US National Science Foundation funded a Network for Earthquake Engineering Simulation (NEES) research project on shear walls of conventional and composite construction to better understand the seismic behavior of these widely used structural elements. A total of 16 rectangular, low aspect ratio concrete shear walls (12 conventionally reinforced concrete and four composite) were built and tested at the University at Buffalo (UB).

The goals of the project include validation of simulation tools and updating of numerical modeling procedures to more accurately predict the behavior of low aspect ratio walls with rectangular cross sections. Physical and numerical simulation results will be used to generate and update predictive strength and new code design equations, load-displacement relationships and macro-level hysteretic models. Fragility functions and damage states for use with next generation tools for performance-based earthquake engineering will be updated. Educational tools will be developed to effectively and efficiently explain the resistance and failure mechanism of low aspect ratio reinforced concrete shear walls.
 
The test data confirmed that design equations in codes and standards are unable to predict peak shear strength and that the scatter in the predictions is significant. The hysteretic response of the test specimens degraded quickly at cycles to displacement greater than that associated with peak strength, questioning the behavior of nuclear structures that incorporate shear walls for earthquake shaking more intense than design basis. The effective stiffness of the test specimens were substantially lower than those calculated using the predictive equations of ASCE 43-05 and ASCE 41-06, which is problematic for dynamic analysis, generation of in-structure floor response spectra, and risk assessment.
DOI: 10.4231/d3rx93d28
title: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW5

description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance and risk assessment. The US National Science Foundation funded a Network for Earthquake Engineering Simulation (NEES) research project on shear walls of conventional and composite construction to better understand the seismic behavior of these widely used structural elements. A total of 16 rectangular, low aspect ratio concrete shear walls (12 conventionally reinforced concrete and four composite) were built and tested at the University at Buffalo (UB).

The goals of the project include validation of simulation tools and updating of numerical modeling procedures to more accurately predict the behavior of low aspect ratio walls with rectangular cross sections. Physical and numerical simulation results will be used to generate and update predictive strength and new code design equations, load-displacement relationships and macro-level hysteretic models. Fragility functions and damage states for use with next generation tools for performance-based earthquake engineering will be updated. Educational tools will be developed to effectively and efficiently explain the resistance and failure mechanism of low aspect ratio reinforced concrete shear walls.
 
The test data confirmed that design equations in codes and standards are unable to predict peak shear strength and that the scatter in the predictions is significant. The hysteretic response of the test specimens degraded quickly at cycles to displacement greater than that associated with peak strength, questioning the behavior of nuclear structures that incorporate shear walls for earthquake shaking more intense than design basis. The effective stiffness of the test specimens were substantially lower than those calculated using the predictive equations of ASCE 43-05 and ASCE 41-06, which is problematic for dynamic analysis, generation of in-structure floor response spectra, and risk assessment.
DOI: 10.4231/d3wp9t661
title: University at Buffalo - Low Aspect Ratio Rectangular Reinforced Concrete Shear Wall - Specimen SW6

description: Although low aspect ratio shear walls are widely used in buildings and safety-related nuclear structures, their hysteretic behavior, including peak strength and effective elastic stiffness, has not been adequately characterized to enable robust performance and risk assessment. The US National Science Foundation funded a Network for Earthquake Engineering Simulation (NEES) research project on shear walls of conventional and composite construction to better understand the seismic behavior of these widely used structural elements. A total of 16 rectangular, low aspect ratio concrete shear walls (12 conventionally reinforced concrete and four composite) were built and tested at the University at Buffalo (UB).

The goals of the project include validation of simulation tools and updating of numerical modeling procedures to more accurately predict the behavior of low aspect ratio walls with rectangular cross sections. Physical and numerical simulation results will be used to generate and update predictive strength and new code design equations, load-displacement relationships and macro-level hysteretic models. Fragility functions and damage states for use with next generation tools for performance-based earthquake engineering will be updated. Educational tools will be developed to effectively and efficiently explain the resistance and failure mechanism of low aspect ratio reinforced concrete shear walls.
 
The test data confirmed that design equations in codes and standards are unable to predict peak shear strength and that the scatter in the predictions is significant. The hysteretic response of the test specimens degraded quickly at cycles to displacement greater than that associated with peak strength, questioning the behavior of nuclear structures that incorporate shear walls for earthquake shaking more intense than design basis. The effective stiffness of the test specimens were substantially lower than those calculated using the predictive equations of ASCE 43-05 and ASCE 41-06, which is problematic for dynamic analysis, generation of in-structure floor response spectra, and risk assessment.
DOI: 10.6073/pasta/b0e3b6aec0b34ffc7a0d64abdcda8c71
title: Insect Population Dynamics on the Main Cropping System Experiment at the Kellogg Biological Station, Hickory Corners, MI  (1989 to 2012)
DOI: 10.6073/pasta/4cc764244033cbb34b1c3182760921a2
title: NOAA Daily Surface Meteorologic Data at NCDC Everglades Station (ID-082850)(FCE), South Florida from January 1931 to Present
DOI: 10.6073/pasta/96bcc69cde42919a13fbd9ae30632115
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/a524219043af5a7ff323f99dfa603620
title: Herpetofauna and Riparian Microhabitat of Urban and Wildland Reaches Along the Salt River, Arizona
DOI: 10.6073/pasta/c04f895094828692ca35ef510793e641
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/fc5f562445852cd3084e1f5d3ee6e412
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/50f8d3ad15d4b87cd5c0ddb14f9d274e
title: Ordinary Kriging Precipitation Time Series for surrounding CAPLTER areas, 1999 to 2011
DOI: 10.6073/pasta/b309663e4400de200a89b17c0ca540fe
title: 2004 Estuarine Fish Sampling
DOI: 10.7284/133772
title: Meteorological Station data collected during research cruise NBP1910 using a USAP RVDAS Metstation instrument system onboard the platform RV Nathaniel B. Palmer

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/133774
title: Multibeam Echosounder data collected during research cruise NBP1910 using a Kongsberg EM122 instrument system onboard the platform RV Nathaniel B. Palmer

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/133770
title: pCO2 (Partial Pressure of Carbon Dioxide) data collected during research cruise NBP1910 using a LDEO pCO2 instrument system onboard the platform RV Nathaniel B. Palmer

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/133773
title: Radiometer data collected during research cruise NBP1910 using a Biospherical GUV-2511 instrument system onboard the platform RV Nathaniel B. Palmer

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/133820
title: Singlebeam Echosounder data collected during research cruise NBP1910 using a Knudsen 3260 instrument system onboard the platform RV Nathaniel B. Palmer

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/133780
title: SSV (Sound Speed Velocimeter) data collected during research cruise NBP1910 using a AML SV2000 instrument system onboard the platform RV Nathaniel B. Palmer

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/133778
title: Water Temperature data collected during research cruise NBP1910 using a SeaBird SBE-38 instrument system onboard the platform RV Nathaniel B. Palmer

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/133775
title: TSG (Thermosalinograph) data collected during research cruise NBP1910 using a SeaBird SBE-45 instrument system onboard the platform RV Nathaniel B. Palmer

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/133777
title: TSG (Thermosalinograph) data collected during research cruise NBP1910 using a SeaBird SBE-45 instrument system onboard the platform RV Nathaniel B. Palmer

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/133783
title: Winch data collected during research cruise NBP1910 using a Markey DUSH-5 instrument system onboard the platform RV Nathaniel B. Palmer

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/133784
title: Winch data collected during research cruise NBP1910 using a Markey DUSH-9-11 instrument system onboard the platform RV Nathaniel B. Palmer

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.5281/zenodo.8341911
title: nothocercus_nigrocapillus_spades_01.fasta.gz

description: .
DOI: 10.5281/zenodo.8341910
title: nothocercus_nigrocapillus_spades_01.fasta.gz

description: .
DOI: 10.7284/142129
title: ADCP (Acoustic Doppler Current Profiler) data collected during research cruise LMG1411 using a Hawaii UHDAS instrument system onboard the platform RV Laurence M. Gould

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/142130
title: Multiplexed data collected during research cruise LMG1411 using a USAP Winch instrument system onboard the platform RV Laurence M. Gould

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/142140
title: Expendable Probe data collected during research cruise LMG1411 using a Sippican MK21 instrument system onboard the platform RV Laurence M. Gould

description: Original (unprocessed) data collected during a Field_expedition
DOI: 10.7284/142141
title: Expendable Probe data collected during research cruise LMG1411 using a Sippican MK21 instrument system onboard the platform RV Laurence M. Gould

description: Original (unprocessed) data collected during a Field_expedition