cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.5281/zenodo.4453361
title: qdgc Cameroon

description: QDGC tables delivered in geopackage file<br> - - - - - - - - - - - - - - - - - - - - - -<br> QDGC represents a way of making (almost) equal area squares covering a specific area to represent specific qualities of the area covered. The squares themselves are based on the degree squares covering earth. Around the equator we have 360 longitudinal lines , and from the north to the south pole we have 180 latitudinal lines. Together this gives us 64800 segments or tiles covering earth.<br> <br> <br> Within each geopackage file you will find a number of tables with these names:<br> <br> <br> -tbl_qdgc_01<br> -tbl_qdgc_02<br> -tbl_qdgc_03<br> -tbl_qdgc_04<br> -tbl_qdgc_05<br> -etc<br> <br> <br> The attributes for each table are:<br> <br> <br> qdgc Unique Quarter Degree Grid Cell reference string<br> area_reference Country<br> level_qdgc QDGC level<br> cellsize degrees decimal degree for the longitudal and latitudal length of the cell<br> lon_center Longitude center of the cell<br> lat_center Latitudal center of the cell<br> area_km2 Calculated area for the cell<br> geom Geometry<br> <br> <br> Metadata<br> --------<br> Geodata GCS_WGS_1984<br> Datum: D_WGS_1984<br> Prime Meridian: 0<br> <br> <br> Areas are calculated with different versions of Albers Equal Area Conic using the PostGIS function st_area. For the African continent I have used Africa Albers Equal Area Conic which will look like this:<br> - st_area(st_transform(geom, 102022))/1000000)<br> <br> <br> Licensing<br> ---------<br> Creative Commons Attribution 4.0 International<br> <br> <br> Conditions<br> ----------<br> Delivered to the user as-is. No guarantees. If you find errors, please tell me and I will try to fix it.<br> <br> <br> Thankyou<br> --------<br> The work has over the years been supported and receicved advice and moral support from many organisations and stakeholders. Here are some of them:<br> - Tanzania Wildlife Research Institute<br> - Dept of Biology, NTNU, Norway<br> - Norwegian Environment Agency<br> - Eivin Røskaft, Steven Prager, Howard Frederick, Julian Blanc, Honori Maliti, Paul Ramsey<br> <br> <br> References<br> ----------<br> * http://en.wikipedia.org/wiki/QDGC<br> * http://www.mindland.com/wp/projects/quarter-degree-grid-cells/about-qdgc/<br> * http://en.wikipedia.org/wiki/Lambert_azimuthal_equal-area_projection<br> * http://www.safe.com<br> <br> <br> <br> <br> Ragnvald Larsen<br> Trondheim 20th of January, 2021<br> <br> <br> ragnvald@mindland.com<br> www.mindland.com
DOI: 10.7277/56a2-b732
title: Large-Scale Testing of Fault Rupture Effects for SFPUC - BDPL3 & 4 Fault Crossing Phase 2 (NEES-2009-0728)

description: &lt;p&gt;&lt;strong&gt;Title: &lt;/strong&gt;Large-Scale Testing of Fault Rupture Effects for SFPUC - BDPL3 &amp; 4 Fault Crossing Phase 2 (NEES-2009-0728)&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Year Of Curation: &lt;/strong&gt;2012&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Description: &lt;/strong&gt;This project includes tests performed for the San Francisco Public Utilities Commission (SFPUC) for the seismic upgrade of Bay Division Pipelines (BDPLs) at specific fault crossings. The tests were performed with the Large-Scale Lifelines Testing Facility at Cornell University, which is part of the George E. Brown, Jr, Network for Earthquake Engineering Research (NEES) supported by the National Science Foundation (NSF). The seismic upgrade of BDPLs 3 and 4 involves the replacement of the existing BDPL 3 at its fault crossing. The design entails enclosing the new BDPL, in a segmental, reinforced concrete vault with special joints that can accommodate lateral offset and compressive deformation during fault rupture, thereby allowing for rotation and compression of the pipeline inside the vault at ball and slip joints, respectively. The length of the protective vault is approximately 300 ft, and the width, height, and lengths of the reinforced concrete segments are approximately 20 ft.&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Award: &lt;/strong&gt;http://www.nsf.gov/awardsearch/showAward?AWD_ID=0217366&lt;/p&gt; &lt;p&gt;&lt;strong&gt;PIs &amp; CoPIs: &lt;/strong&gt;San Francisco Public Utilities Commission&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Dates: &lt;/strong&gt;September 09, 2008 - October 15, 2009&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Organizations: &lt;/strong&gt;Cornell University, NY, United States&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Facilities: &lt;/strong&gt;Cornell University, NY, United States&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Sponsor: &lt;/strong&gt;NSF - CMMI - 0217366&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Keywords: &lt;/strong&gt;Fault rupture, Partially Saturated Sand, Protective segmental concrete vault&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Publications:&lt;/strong&gt; N/A&lt;/p&gt; &lt;nb:citations&gt;&lt;/nb:citations&gt;
DOI: 10.6084/m9.figshare.14161253
title: Kathu Pan 1 Section 2 (KP1S2) Data File

description: This is an Excel file accompanying the paper:<br>Sobol MK, Chazan MC, Scott L, Finkelstein SA. 20xx. Characterizing the Meghalayan Stage in southern Africa: a multiproxy record of paleoenvironmental change at the southern margin of the Kalahari. In review. <br><br>The Excel file contains data from the KP1S2 exposure, including raw and calibrated radiocarbon dates, results of loss on ignition, raw counts for pollen and spores, charcoal counts. <br>
DOI: 10.6084/m9.figshare.14161253.v1
title: Kathu Pan 1 Section 2 (KP1S2) Data File

description: This is an Excel file accompanying the paper:<br>Sobol MK, Chazan MC, Scott L, Finkelstein SA. 20xx. Characterizing the Meghalayan Stage in southern Africa: a multiproxy record of paleoenvironmental change at the southern margin of the Kalahari. In review. <br><br>The Excel file contains data from the KP1S2 exposure, including raw and calibrated radiocarbon dates, results of loss on ignition, raw counts for pollen and spores, charcoal counts. <br>
DOI: 10.6084/m9.figshare.14170826
title: Data from: Social organization variation and behavioural flexibility in the facultative cleaning goby Elacatinus prochilos

description: Social species often show intraspecific variation in the size and composition of their social units, i.e. the social organization. This variation represents a challenge for comparative studies trying to understand evolutionary transitions in social organization complexity. Most studies on intraspecific variation in social organization (IVSO) have focused on the environmental factors selecting for variation in social organization but the mechanisms underlying such variation remain relatively unexplored. Here we investigated the potential mechanisms giving rise to IVSO in the Caribbean cleaning goby Elacatinus prochilos. This small reef fish typically exhibits two types of social organization, pair living or group living, which not only differ in group size but also in feeding strategy and social behaviour. Pair-living gobies cooperatively feed on ectoparasites removed from larger visiting fish, while group-living gobies feed on microinvertebrates living inside sponges and aggressively defend the best feeding spots against each other.We tested how flexible the social organization, social structure and competition over a food source of E. prochilos are by experimentally manipulating group composition, habitat structure and feeding condition of pair-living and group-living wild adult gobies in laboratory. Despite having different original social organizations in the wild, both pair-living and group-living gobies formed dominance hierarchies and exhibited affiliative behaviours in our group manipulations. This indicates that IVSO in this species is not driven by pre- etermined or early-developed mechanisms, but rather a consequence of flexibility in social organization, also known as social flexibility.
DOI: 10.6084/m9.figshare.14170826.v1
title: Data from: Social organization variation and behavioural flexibility in the facultative cleaning goby Elacatinus prochilos

description: Social species often show intraspecific variation in the size and composition of their social units, i.e. the social organization. This variation represents a challenge for comparative studies trying to understand evolutionary transitions in social organization complexity. Most studies on intraspecific variation in social organization (IVSO) have focused on the environmental factors selecting for variation in social organization but the mechanisms underlying such variation remain relatively unexplored. Here we investigated the potential mechanisms giving rise to IVSO in the Caribbean cleaning goby Elacatinus prochilos. This small reef fish typically exhibits two types of social organization, pair living or group living, which not only differ in group size but also in feeding strategy and social behaviour. Pair-living gobies cooperatively feed on ectoparasites removed from larger visiting fish, while group-living gobies feed on microinvertebrates living inside sponges and aggressively defend the best feeding spots against each other.We tested how flexible the social organization, social structure and competition over a food source of E. prochilos are by experimentally manipulating group composition, habitat structure and feeding condition of pair-living and group-living wild adult gobies in laboratory. Despite having different original social organizations in the wild, both pair-living and group-living gobies formed dominance hierarchies and exhibited affiliative behaviours in our group manipulations. This indicates that IVSO in this species is not driven by pre- etermined or early-developed mechanisms, but rather a consequence of flexibility in social organization, also known as social flexibility.
DOI: 10.6073/pasta/85b997be6f82e95e63e4dc9008ba1bed
title: Jornada Basin LTER Cross-scale Interactions Study (CSIS) Block 13 meteorological station: 5-minute summary wind and air temperature data: 2013 - ongoing

description: This data package contains 5-minute air temperature and wind summary data from Jornada Basin LTER Cross Scale Interactions Study (CSIS) Block-13 met station. Average air temperature, wind speed, and wind direction are measured and calculated at an automated meteorological station connected to a 900 MHz spread spectrum wireless network. Wind speed is measured at 37cm, 75 cm, 150 cm, and 300 cm, wind direction at approximately 3m, and air temperature and relative humidity at approximate 2.5m. This is a subset of baseline weather data collected at the 15 Jornada Basin LTER CSIS study blocks, New Mexico. Measurements are aggregated at intervals of 5, 30, 60 minutes and daily, with precipitation additionally provided with 1 second aggregation during precipitation events. The met station variables measured include air temperature, precipitation, relative humidity, wind direction, wind speed. Precipitation is not measured at Block 1 and Block 12 because of proximity to Block 2 and Block 13, respectively . This is an ONGOING dataset.
DOI: 10.6073/pasta/4eab76be5306e6b179d92671b8dc05ae
title: Jornada Basin LTER Cross-scale Interactions Study (CSIS) Block 13 meteorological station: 1-hour summary data: 2017 - ongoing

description: This data package contains hourly air temperature, relative humidity, wind speed, wind direction, and precipitation summary data from Jornada Basin LTER Cross Scale Interactions Study (CSIS) Block-13 met station. Air temperature, relative humidity, wind speed, wind direction, and precipitation are measured and calculated at an automated meteorological station connected to a 900 MHz spread spectrum wireless network. Wind speed is measured at 37cm, 75 cm, 150 cm, and 300 cm, wind direction at approximately 3m, and air temperature and relative humidity at approximate 2.5m. Measurements are aggregated at intervals of 5, 30, 60 minutes and daily, with precipitation additionally provided with 1 second aggregation during precipitation events. Precipitation is not measured at Block 1 and Block 12 because of proximity to Block 2 and Block 13, respectively . This is an ONGOING dataset.
DOI: 10.7277/ed4k-1s19
title: Full Scale Testing of RC Pile Foundation Systems for Highway Bridges (NEES-2005-0093)

description: &lt;p&gt;&lt;strong&gt;Title:&lt;/strong&gt; Full Scale Testing of RC Pile Foundation Systems for Highway Bridges (NEES-2005-0093)&lt;/p&gt; &lt;p&gt;&lt;b&gt;Year Of Curation: &lt;/b&gt;2014&lt;/p&gt; &lt;p&gt;&lt;b&gt;Description: &lt;/b&gt;This project investigates the lateral performance of full-scale cast-in-drilled-hole (CIDH) shafts. Several shafts of varying diameter, head condition, and group configuration will be tested. The shaft instrumentation, installed externally and internally, captures shaft deformations that are induced by external lateral loads applied at the surface. Data from these deformation measurements are used to validate discrete element models (p-y springs) as well as continuum models (finite element). &lt;/p&gt; &lt;p&gt;&lt;b&gt;Award: &lt;/b&gt;Caltrans 59A0247&lt;/p&gt; &lt;p&gt;&lt;b&gt;PIs &amp; CoPIs: &lt;/b&gt;Jonathan Stewart&lt;/p&gt; &lt;p&gt;&lt;b&gt;Dates: &lt;/b&gt;July 01, 2005 - December 31, 2006&lt;/p&gt; &lt;p&gt;&lt;b&gt;Organizations: &lt;/b&gt;University of California, Los Angeles, CA, United States&lt;/p&gt; &lt;p&gt;&lt;b&gt;Facilities: &lt;/b&gt;University of California, Los Angeles, CA, United States&lt;/p&gt; &lt;p&gt;&lt;b&gt;Sponsor: &lt;/b&gt;Caltrans - 59A0247&lt;/p&gt; &lt;p&gt;&lt;b&gt;Keywords: --&lt;/b&gt;&lt;/p&gt; &lt;p&gt;&lt;b&gt;Publications: --&lt;/b&gt;&lt;/p&gt; &lt;nb:citations&gt;&lt;/nb:citations&gt;
DOI: 10.7277/f8tp-wm83
title: SAC Steel Project - Task 7.03 - T-Stubs (NEES-2006-0202)

description: &lt;p&gt;&lt;strong&gt;Title&lt;/strong&gt;: SAC Steel Project - Task 7.03 - T-Stubs (NEES-2006-0202)&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Year Of Curation: &lt;/strong&gt;2013&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Description: &lt;/strong&gt;The FEMA Project to Reduce the Hazard of Steel Moment Frame Structures.&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Award: &lt;/strong&gt;&lt;/p&gt; &lt;p&gt;&lt;strong&gt;PIs &amp; CoPIs: &lt;/strong&gt;Roberto Leon&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Dates: &lt;/strong&gt;June 28, 1998 to Present&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Organizations: &lt;/strong&gt;Georgia Institute of Technology, GA, United States&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Facilities: &lt;/strong&gt;Georgia Institute of Technology, GA, United States&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Sponsor: &lt;/strong&gt;FEMA&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Keywords: &lt;/strong&gt;SAC Buildings, Steel Frame Systems, Beam-to-Column Connections, Clip Angle, T-Stub&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Publications: &lt;/strong&gt;James A. Swanson, &quot;Characterization of the Strenght, Stiffness, and Ductility Behaviour of T-Stub Connections&quot;&lt;/p&gt; &lt;nb:citations&gt;&lt;/nb:citations&gt;
DOI: 10.7277/01xp-8q58
title: Biological Improvement of Sands for Liquefaction Prevention and Damage Mitigation (NEES-2012-0953)

description: &lt;p&gt;&lt;b&gt;Title: &lt;/b&gt;Biological Improvement of Sands for Liquefaction Prevention and Damage Mitigation (NEES-2012-0953)&lt;/p&gt; &lt;p&gt;&lt;b&gt;Year Of Curation: &lt;/b&gt;2012&lt;/p&gt; &lt;p&gt;&lt;b&gt;Description: &lt;/b&gt;Microbial induced calcite precipitation (MICP), a novel bio-mediated ground improvement method, was explored to mitigate liquefaction-prone soils. Geotechnical centrifuge tests were used to evaluate cementation integrity and the response of MICP cemented sands to dynamic loading. The cementation integrity testing reveals a change in behavior from a??soil-likea?? to a??rock-likea?? with an increase in treatment level. Results from dynamic testing demonstrate a clear increase in resistance to liquefaction of MICP treated sands compared to untreated loose sand. The MICP sands were treated to varying levels of cementation (light, moderate, and heavy cementation levels), assessed using non-destructive shear wave velocity measurements. The centrifuge models were all subjected to ground motions consisting of sine waves with increasing amplitudes. Accelerations, pore pressures, and settlements were measured in the soil during shaking, and the changes in soil behavior and post-shaking shear wave velocity for soils prepared to different cementation levels were investigated. Increased resistance to liquefaction was demonstrated with a decrease in excess pore pressure ratios in the MICP treated models as well as in reduced post-shaking settlements; however, surface accelerations were amplified at heavy levels of cementation. A tradeoff between improving liquefaction resistance and minimizing undesirable higher surface accelerations needs to be considered when designing the soil improvement level. (&lt;/p&gt; &lt;p&gt;&lt;b&gt;Award: &lt;/b&gt;http://www.nsf.gov/awardsearch/showAward?AWD_ID=0830182&lt;/p&gt; &lt;p&gt;&lt;b&gt;PIs & CoPIs: &lt;/b&gt;Jason DeJong&lt;/p&gt; &lt;p&gt;&lt;b&gt;Dates: &lt;/b&gt;October 13, 2010 - July 31, 2011&lt;/p&gt; &lt;p&gt;&lt;b&gt;Organizations: &lt;/b&gt;,University of California, Davis, CA, United States&lt;/p&gt; &lt;p&gt;&lt;b&gt;Facilities: &lt;/b&gt;,University of California, Davis, CA, United States&lt;/p&gt; &lt;p&gt;&lt;b&gt;Sponsor: &lt;/b&gt;NSF - 0830182 (&lt;/p&gt; &lt;p&gt;&lt;b&gt;Keywords: &lt;/b&gt;,calcite cementation,centrifuge,Schaevitz centrifuge,ground improvement,liquefaction mitigation,bio-mediated soil improvement&lt;/p&gt; &lt;p&gt;&lt;b&gt;Publications &lt;/b&gt; "Bio-Mediated Soil Improvement and the Effect of Cementation on the Behavior, Improvement, and Performance of Sand" &lt;/p&gt; &lt;nb:citations&gt;&lt;/nb:citations&gt;
DOI: 10.6073/pasta/aa7e8072798c7ee6408887bff41601aa
title: Jornada Basin LTER Cross-scale Interactions Study (CSIS) Block 13 meteorological station: 30-minute soil volumetric water content data: 2013 - ongoing

description: 30-minute Soil Moisture data at 10 cm at CSIS Block-13. Collection of soil volumetric water content data at Jornada LTER Cross-scale Interactions Study (CSIS) blocks, New Mexico, supports the environmental monitoring objectives of the Jornada LTER monitoring program that look at plant-soil water dynamics. Soil volumetric water content is measured at 10 cm depth at 3 locations at each of the 4 plots per block. The locations in each plot are under bare soil, under perennial grass, and under shrub. Volumetric water content, bulk electrical conductivity, soil temperature, and bulk dielectric permittivity are recorded every 30 minutes at an automated meteorological station installed at Jornada LTER CSIS Block-13 site. This is an ONGOING dataset.
DOI: 10.6073/pasta/f4d2b59f5c984b147c020904c88ee2b5
title: Jornada Basin LTER Cross-scale Interactions Study (CSIS) Block 13 meteorological station: Daily average soil volumetric water content data: 2013 - ongoing

description: Daily Average of 30-minute Soil Volumetric Water Content data at 10 cm at CSIS Block-13. Collection of soil water content data at Jornada LTER Cross-scale Interactions Study (CSIS) blocks, New Mexico, supports the environmental monitoring objectives of the Jornada LTER monitoring program that look at plant-soil water dynamics. Soil volumetric water content is measured every 30 minutes at 10 cm depth at 3 locations at each of the 4 plots per block and averaged for the daily value. The locations in each plot are under bare soil, under perennial grass, and under shrub. Volumetric water content, bulk electrical conductivity, soil temperature, and bulk dielectric permittivity are recorded at an automated meteorological station installed at Jornada LTER CSIS Block-13 site. This is an ONGOING dataset.
DOI: 10.6073/pasta/92a3a0e743a5e327519c5551cf9684eb
title: Jornada Basin LTER Cross-scale Interactions Study (CSIS) Block 13 meteorological station: Daily summary data: 2013 - ongoing

description: This data package contains hourly air temperature, relative humidity, wind speed, wind direction, and precipitation summary data from Jornada Basin LTER Cross Scale Interactions Study (CSIS) Block-13 met station. Air temperature, relative humidity, wind speed, wind direction, and precipitation are measured and calculated at an automated meteorological station connected to a 900 MHz spread spectrum wireless network. Wind speed is measured at 37cm, 75 cm, 150 cm, and 300 cm, wind direction at approximately 3m, and air temperature and relative humidity at approximate 2.5m. Measurements are aggregated at intervals of 5, 30, 60 minutes and daily, with precipitation additionally provided with 1 second aggregation during precipitation events. The met station variables measured include air temperature, precipitation, relative humidity, wind direction, wind speed. Precipitation is not measured at Block 1 and Block 12 because of proximity to Block 2 and Block 13, respectively . This is an ONGOING dataset.
DOI: 10.6084/m9.figshare.14170841
title: Database1

description: Database including information of COVID-19 patients from Peru.
DOI: 10.6084/m9.figshare.14170841.v1
title: Database1

description: Database including information of COVID-19 patients from Peru.
DOI: 10.6073/pasta/558afead00580daae334a265643cea75
title: Jornada Basin LTER Cross-scale Interactions Study (CSIS) Block 13 meteorological station: 1-second summary precipitation data: 2017 - ongoing

description: 1-second summary precipitation data at CSIS Block-13 met station. Total precipitation per second is recorded only if there is measurable precipitation. This is recorded at an automated meteorological station installed at Jornada LTER CSIS Block-13 site.. This climate station is operated by the Jornada LTER Program. This is an ONGOING dataset. IMPORTANT: Rainfall is only recorded when a bucket tip occurs on the tipping bucket rain gauge. If there is missing data due to equipment or other problems, there will be no indication of this within this dataset. The user needs to review precipitation values in the 30 minute or hourly summary datasets to determine if there are missing data in this 1 second detailed precipitation dataset.
DOI: 10.7277/k454-ha40
title: Reinforced Concrete Columns Reinforced with High-Strength Steel (NEES-2010-0904)

description: &lt;p&gt;&lt;strong&gt;Title&lt;/strong&gt;: Reinforced Concrete Columns Reinforced with High-Strength Steel (NEES-2010-0904)&lt;/p&gt; &lt;p&gt;&lt;b&gt;Year Of Curation: &lt;/b&gt;2015&lt;/p&gt; &lt;p&gt;&lt;b&gt;Description: &lt;/b&gt;In this project, the use high-strength bars (having a yield stress exceeding 80 ksi) as longitudinal reinforcement for columns is reconsidered. The focus of the work presented is on columns meeting current requirements for columns of special moment frames and columns with axial loads not exceeding the axial load at balance. The flexural strength of these columns is controlled by the strength of the steel. It follows that two sections with different grades of steel have similar moment capacities as long as the product of reinforcement ratio and yield stress is similar for both sections.&lt;/p&gt; &lt;p&gt;&lt;b&gt;Award: &lt;/b&gt;Concrete Reinforcing Steel Institute&lt;/p&gt; &lt;p&gt;&lt;b&gt;PIs &amp; CoPIs: &lt;/b&gt;Santiago Pujol, Andres Lepage&lt;/p&gt; &lt;p&gt;&lt;b&gt;Dates: &lt;/b&gt;October 24, 2008 - September 20, 2010&lt;/p&gt; &lt;p&gt;&lt;b&gt;Organizations: &lt;/b&gt;Purdue University at West Lafayette, IN, United States&lt;/p&gt; &lt;p&gt;&lt;b&gt;Facilities: &lt;/b&gt;Purdue University at West Lafayette, IN, United States&lt;/p&gt; &lt;p&gt;&lt;b&gt;Sponsor: &lt;/b&gt;Concrete Reinforcing Steel Institute &lt;/p&gt; &lt;p&gt;&lt;b&gt;Keywords: &lt;/b&gt;columns, cyclic loads, high strength reinforcement, reinforced concrete&lt;/p&gt; &lt;p&gt;&lt;b&gt;Publications: &lt;/b&gt;&lt;br /&gt; &quot;Cyclic Response of Concrete Columns Reinforced with High-Strength Steel&quot;&lt;br /&gt; &quot;Drift Capacity of Concrete Columns Reinforced with High-Strength Steel&quot;&lt;/p&gt; &lt;nb:citations&gt;&lt;/nb:citations&gt;