cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.7277/pkxd-c718
title: Advanced Servo-Hydraulic Control and Real-Time Testing of Damped Structures (NEES-2009-0711)

description: &lt;p&gt;&lt;strong&gt;Title&lt;/strong&gt;: Advanced Servo-Hydraulic Control and Real-Time Testing of Damped Structures (NEES-2009-0711)&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Year Of Curation: &lt;/strong&gt;2011&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Description: &lt;/strong&gt;The Real-time Multi-directional (RTMD) Earthquake Simulation Testing Facility has recently been commissioned at the ATLSS Center. This facility has state-of-the-art servo-hydraulic equipment (servo-valves, accumulation and piping systems). The control system for this equipment is a digital system with a PID control law programmed on a DSP. A recent study at Lehigh University has established that PID control alone cannot be reliably used for real-time testing of structural components or systems. This is because the overshoot and steady state error in the target displacement of the actuator is too large and a latency in feedback command exists that does not enable accurate control of an actuator under high rates of loading resembling earthquakes.&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Award: &lt;/strong&gt;PITA&lt;/p&gt; &lt;p&gt;&lt;strong&gt;PIs &amp; CoPIs: &lt;/strong&gt;James Ricles&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Dates: &lt;/strong&gt;October 01, 2006 - December 31, 2008&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Organizations: &lt;/strong&gt;Lehigh University, PA, United States&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Facilities: &lt;/strong&gt;Lehigh University, PA, United States&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Sponsor: &lt;/strong&gt;PITA&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Keywords: &lt;/strong&gt;Structural Damping, Real-Time Hybrid Simulation, Actuator Control&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Publications: &lt;/strong&gt;&lt;/p&gt; &lt;p&gt;&quot;Servo-Hydraulic Actuator Control for Real-Time Hybrid Simulation&quot;&lt;/p&gt; &lt;p&gt;&quot;A Tracking Error-Based Adaptive Compensation Scheme for Real- Time Hybrid Simulation&quot;&lt;/p&gt; &lt;nb:citations&gt;&lt;/nb:citations&gt;
DOI: 10.5258/soton/wp00657
title: Bottom-up gridded population estimates for Nigeria, version 1.1

description: These data were produced by the WorldPop Research Group at the University of Southampton. This work was part of the GRID3 project with funding from the Bill and Melinda Gates Foundation and the United Kingdom’s Department for International Development (OPP1182408). Project partners included the United Nations Population Fund, Center for International Earth Science Information Network in the Earth Institute at Columbia University, and the Flowminder Foundation. These data may be distributed using a Creative Commons Attribution Share-Alike 4.0 License. Contact release@worldpop.org for more information.
DOI: 10.7277/qsey-eb28
title: Seismic Vulnerability Survey of Undamaged Reinforced Concrete Buildings

description: &lt;p style="margin: 0in 0in 10pt;"&gt;&lt;span lang="EN" style="color:rgb(102, 102, 102); font-family:arial,sans-serif; font-size:9.5pt; line-height:115%; mso-ansi-language:EN"&gt;This dataset contains building information data of 60 low-rise reinforced concrete buildings that were collected during seismic vulnerability assessment in Mandalay, Myanmar.  The seismic vulnerability survey was performed with a goal to compute the Priority Index proposed by Hassan and Sozen (1997).  Dr. Ian Watkinson worked with a local team to collect a total number of 293 photographs of 60 structures which were constructed with reinforced concrete or concrete masonry units. The latitude, longitude, priority index, no. of floors, 1st floor area, total floor are, column area, concrete wall area, masonry wall area, presence of captive columns, column index, and wall index is provided for the 60 buildings.&lt;/span&gt;&lt;/p&gt; &lt;p style="margin: 0in 0in 10pt;"&gt;&lt;img alt="" src="https://datacenterhub.org/resources/157/download/IMG_5466.jpg " style="float:left; height:234px; width:350px" /&gt;   &lt;img alt="" src="https://datacenterhub.org/resources/157/download/IMG_5118.jpg " style="height:234px; width:350px" /&gt;   &lt;img alt="" src="https://datacenterhub.org/resources/157/download/IMG_5557.jpg " style="height:234px; width:350px" /&gt;&lt;/p&gt; &lt;p style="margin: 0in 0in 10pt;"&gt;&lt;img alt="" src="https://datacenterhub.org/resources/157/download/DSCN0063.JPG " style="height:263px; width:350px" /&gt;  &lt;img alt="" src="https://datacenterhub.org/resources/157/download/IMG_5542.jpg" style="height:263px; width:350px" /&gt;   &lt;img alt="" src="https://datacenterhub.org/resources/157/download/IMG_5214.jpg " style="height:263px; width:350px" /&gt;&lt;/p&gt; &lt;p style="margin: 0in 0in 10pt;"&gt; &lt;/p&gt; &lt;nb:citations&gt;&lt;/nb:citations&gt;
DOI: 10.5258/soton/wp00656
title: Bottom-up gridded population estimates for Nigeria, version 1.0

description: These data were produced by the WorldPop Research Group at the University of Southampton. This work was part of the GRID3 project with funding from the Bill and Melinda Gates Foundation and the United Kingdom’s Department for International Development (OPP1182408). Project partners included the United Nations Population Fund, Center for International Earth Science Information Network in the Earth Institute at Columbia University, and the Flowminder Foundation. These data may be distributed using a Creative Commons Attribution Share-Alike 4.0 License. Contact release@worldpop.org for more information.
DOI: 10.5281/zenodo.4564758
title: Groundwater levels Mexico City 2050s

description: Gridded ASCII text file containing average groundwater levels (mAOD) for Mexico City and the surrounding area 2046-2055. The dataset was generated using MODFLOW 6 and the HADGEM RPC8.5 scenario as a driver of future climate.
DOI: 10.5281/zenodo.4564757
title: Groundwater levels Mexico City 2050s

description: Gridded ASCII text file containing average groundwater levels (mAOD) for Mexico City and the surrounding area 2046-2055. The dataset was generated using MODFLOW 6 and the HADGEM RPC8.5 scenario as a driver of future climate.
DOI: 10.5281/zenodo.4564830
title: Partial budget and sensitivity analysis input values

description: Input values used for partial budget and sensitivity analysis
DOI: 10.5281/zenodo.4564829
title: Partial budget and sensitivity analysis input values

description: Input values used for partial budget and sensitivity analysis
DOI: 10.6084/m9.figshare.6087020
title: Petrology and crustal inheritance of the Cloudy Bay Volcanics as derived from a fluvial conglomerate, Papuan Peninsula (Papua New Guinea): An example of geological inquiry in the absence of <i>in situ</i> outcrop

description: In regions of enhanced weathering and erosion, such as Papua New Guinea, our ability to examine a complete geological record can become compromised by the absence of <i>in situ</i> outcrops. In this study, we provide an example of the insights that can be gained from investigations of secondary deposits. We sampled matrix material and clasts derived from an isolated conglomerate outcrop within a landscape dominated by lowland tropical forest of the southeast Papuan Peninsula, and mapped as belonging to the Cloudy Bay Volcanics. Nine variations of volcanic rock types were identified that range from basalts to trachyandesites. Major and trace element geochemistry characterize the volcanic arc assemblage as shoshonites and provide evidence for differential magma evolution pathways with a subset of samples marked by heavy REE- and Y-depletion, indicative of high-pressure magma fractionation. Zircon U–Pb dating of the individual volcanic clasts indicates activity of the Cloudy Bay Volcanics was largely constrained to the latest Miocene, between ca. 7 and 5 Ma. Of the analyzed zircons, the majority are xenocrystic zircons that provide insight into the provenance of the Papuan Peninsula with potentially significant implications for South West Pacific tectonics. Additional Hf-isotope analysis of the primary igneous zircons suggests a relatively unradiogenic crustal component contributed to magma compositions, which cannot be readily explained by current regional tectonic paradigms.
DOI: 10.5285/bc3ea031-7602-15fb-e053-6c86abc0f589
title: Dissolved nutrient samples collected in the Fram Strait as part of cruise JR17005 for the Changing Arctic Ocean programme, May-June 2018.

description: Samples for dissolved nutrients were collected from CTD niskin bottles during cruise JR17005 in the Fram Strait (May - June 2018) as part of the Changing Arctic Ocean programme. Dataset consists of ammonia/ium, silicate, phosphate, nitrate and nitrite measurements in μM L<sup>-1</sup> and μM kg<sup>-1</sup> units. Ammonia/ium and silicate samples were collected in acid cleaned PE 50 mL centrifuge vials and measured shortly after collection (within 24 hours) on the vessel by the Scottish Association for Marine Science (SAMS) using a Lachat Quik Chem 8500 Flow injection analyser. Phosphate, nitrate and nitrite samples were collected in 100 mL acid cleaned HDPE bottles and frozen immediately. These were measured using a Bran and Luebbe, QuAAtro 5-channel continuous flow analyser from filtered frozen samples on land by the University of Liverpool. This dataset supersedes doi:10.5285/b61d58df-b8e8-11c4-e053-6c86abc0246c which contained some errors in the ammonia/ium channel.
DOI: 10.5281/zenodo.4556967
title: PS-Battles

description: <strong>PS-Battles</strong> The PS-Battles dataset, an image collection for image manipulation detection. <strong>Download instructions</strong> Simply put the download.py script and the originals.tsv & photoshops.tsv in the same directory and run the python script. Bibtex @article{heller2018psBattles,<br> author = {Silvan Heller and Luca Rossetto and Heiko Schuldt},<br> title = {{The PS-Battles Dataset -- an Image Collection for Image Manipulation Detection}},<br> journal = {CoRR},<br> volume = {abs/1804.04866},<br> year = {2018},<br> url = {http://arxiv.org/abs/1804.04866},<br> archivePrefix = {arXiv},<br> eprint = {1804.04866}<br> }
DOI: 10.5281/zenodo.4552498
title: Dublin Building Stock up to 2011 - via McGuinness Postcodes

description: Central Statistics Office (CSO) Small Area cross-tabulation of period built | dwelling type anonymised to Postcode level using Dublin Postcode Boundaries - Shane McGuinness. Caveats: All '&lt;3' buildings (i.e. either 1 or 2) were replaced with 1 Dublin City: 5,379 unaccounted or 2.6% of total Fingal: 2,034 unaccounted or 2.2% of total South Dublin: 1,648 unaccounted or &lt;2% of total Dun Laoghaire Rathdown: 1,977 unaccounted or 2.6% of total All: 11,038 unaccounted or 2.4% of total
DOI: 10.15468/vdk4a5
title: Additional six new species of Neotrichia Morton 1905 (Insecta: Trichoptera Hydroptilidae) from Roraima state, Brazil

description: This dataset contains the digitized treatments in Plazi based on the original journal article Neto, Jaime De Liege Gama, Passos, Mahedy Araujo Bastos (2020): Additional six new species of Neotrichia Morton 1905 (Insecta: Trichoptera Hydroptilidae) from Roraima state, Brazil. Zootaxa 4881 (1): 179-188, DOI: https://doi.org/10.11646/zootaxa.4881.1.11
DOI: 10.7277/ftkn-ms05
title: In Situ Determination of Soil Modulus and Damping as a Function of Level of Strain (NEES-2006-0163)

description: &lt;p&gt;&lt;strong&gt;Title&lt;/strong&gt;: In Situ Determination of Soil Modulus and Damping as a Function of Level of Strain (NEES-2006-0163)&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Year Of Curation: &lt;/strong&gt;2011&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Description: &lt;/strong&gt;In this study, the new field technique is developed to evaluate the linear and nonlinear shear moduli of soils. This method involves: (1) applying static vertical loads near surface of a soil, (2) applying dynamic horizontal loads to generate elastic waves within the soil mass, and (3) measuring the response of the soil mass beneath the loaded area using the embedded instrumentation. Both static and dynamic loads are applied using the mobile vibroseis, called Thumper (small-capacity vibroseis) and T-Rex (large-capacity vibroseis), of nees@UTexas. As a source of wave propagation the circular concrete footing is utilized. Before constructing the concrete footing velocity transducers (geophones), are embedded beneath the proposed footing location to monitor the propagation of waves. On the concrete footing the static loads are applied in different amplitude levels and these static loads provide different confining states of stress in the instrumented soil mass. At a certain level of static load, a set of dynamic loads is applied from the small-strain to large-strain levels. Applying horizontal dynamic loads in the small-strain range generates shear wave propagation in the small-strain range and the measurements of this shear wave propagation allow us to obtain the linear modulus of soil. In the same manner the horizontal dynamic loads in the medium- to large-strain ranges generate shear wave propagation in the medium- to large-strain ranges and the measurements of those wave propagation allow us to obtain the nonlinear shear modulus. The set of dynamic loads (from small- to large-strain ranges) is applied at each of the different static load levels. Therefore, the variations of G values with strain amplitude are able to be determined with different confining states of stress in the field.&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Award: &lt;/strong&gt;http://www.nsf.gov/awardsearch/showAward?AWD_ID=0421275&lt;/p&gt; &lt;p&gt;&lt;strong&gt;PIs &amp; CoPIs: &lt;/strong&gt;Giovanna Biscontin&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Dates: &lt;/strong&gt;August 01, 2005 - September 30, 2009&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Organizations: &lt;/strong&gt;Texas A &amp; M University, TX, United States, University of Texas at Austin, TX, United States&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Facilities: &lt;/strong&gt;Texas A &amp; M University, TX, United States,  University of Texas at Austin, TX, United States&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Sponsor: &lt;/strong&gt;NSF - 0421275&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Keywords: &lt;/strong&gt;Soil Modulus, Damping,Strain, Vibroseis, Shear Modulus&lt;/p&gt; &lt;p&gt;&lt;strong&gt;Publications: &lt;/strong&gt;&lt;/p&gt; &lt;nb:citations&gt;&lt;/nb:citations&gt;
DOI: 10.5281/zenodo.4564857
title: Dublin Building Stock up to 2011 - via autoaddress.ie Postcodes

description: Central Statistics Office (CSO) Small Area cross-tabulation of period built | dwelling type anonymised to Postcode level via Dublin Postcode Boundaries - autoaddress.ie. Caveats: All '&lt;3' buildings (i.e. either 1 or 2) were replaced with 1 Dublin City: 5,379 unaccounted or 2.6% of total Fingal: 2,034 unaccounted or 2.2% of total South Dublin: 1,648 unaccounted or &lt;2% of total Dun Laoghaire Rathdown: 1,977 unaccounted or 2.6% of total All: 11,038 unaccounted or 2.4% of total
DOI: 10.5281/zenodo.4552497
title: Dublin Building Stock up to 2011 - via autoaddress.ie Postcodes

description: Central Statistics Office (CSO) Small Area cross-tabulation of period built | dwelling type anonymised to Postcode level via Dublin Postcode Boundaries - autoaddress.ie. Caveats: All '&lt;3' buildings (i.e. either 1 or 2) were replaced with 1 Dublin City: 5,379 unaccounted or 2.6% of total Fingal: 2,034 unaccounted or 2.2% of total South Dublin: 1,648 unaccounted or &lt;2% of total Dun Laoghaire Rathdown: 1,977 unaccounted or 2.6% of total All: 11,038 unaccounted or 2.4% of total
DOI: 10.6084/m9.figshare.14125529
title: Table 1. Systematic review articles

description: Table
DOI: 10.6084/m9.figshare.14125529.v1
title: Table 1. Systematic review articles

description: Table
DOI: 10.15468/axhgfu
title: A new Indian species of Rhinophis Hemprich, 1820 closely related to R. sanguineus Beddome, 1863 (Serpentes: Uropeltidae)

description: This dataset contains the digitized treatments in Plazi based on the original journal article Sampaio, Filipa L., Narayanan, Surya, Cyriac, Vivek Philip, Venu, Govindappa, Gower, David J. (2020): A new Indian species of Rhinophis Hemprich, 1820 closely related to R. sanguineus Beddome, 1863 (Serpentes: Uropeltidae). Zootaxa 4881 (1): 1-24, DOI: https://doi.org/10.11646/zootaxa.4881.1.1
DOI: 10.15468/ueyrad
title: Chaoborus flavicans Meigen (Diptera, Chaoboridae) is a complex of lake and pond dwelling species: a revision

description: This dataset contains the digitized treatments in Plazi based on the original journal article Salmela, Jukka, Härmä, Oskari, Taylor, Derek J. (2021): Chaoborus flavicans Meigen (Diptera, Chaoboridae) is a complex of lake and pond dwelling species: a revision. Zootaxa 4927 (2): 151-196, DOI: https://doi.org/10.11646/zootaxa.4927.2.1
DOI: 10.7277/1jqx-vy44
title: Dynamic Test of a SDOF PXCM System

description: &lt;p&gt;Phase Transforming Cellular Materials (PXCMs) are a suitable alternative to traditional materials because they can 1) exhibit non-linear behavior and hence limit forces in buildings, and 2) deform without permanent deformations. Dynamic tests of a SDOF PXCM system were conducted. A total of 26 runs with three different ground motion records and four different masses were conducted. It was observed that the SDOF PXCM system exhibited non-linear behavior when subjected to displacement demands exceeding approximately 0.4 inches. No residual displacements were observed after runs where the system exhibited non-linear response.&lt;/p&gt; &lt;p&gt;The maximum displacement response of the PXCM system was estimated using two methods: 1) the Velocity of Displacement, and 2) non-linear time history analysis. Displacements estimated using VOD showed better correlation with measured displacements. Forces estimated using non-linear time history analyses were consistently lower in comparison to measured forces in the PXCM springs, especially for runs where the PXCM springs exhibited non-linear response. The initial period of the PXCM spring was also estimated assuming that it behaved as a linear elastic SDOF system. These estimates of periods correlated well with measured periods.&lt;/p&gt; &lt;nb:citations&gt;&lt;/nb:citations&gt;
DOI: 10.5519/qd.vxv1bit0
title: Query on the Natural History Museum Data Portal (data.nhm.ac.uk) (1 records)
DOI: 10.7277/nk92-tj16
title: ACI 445 fib Punching Shear Database

description: &lt;h3&gt;&lt;strong&gt;Punching Shear Database&lt;/strong&gt;&lt;/h3&gt; &lt;p&gt;The data presented here were obtained from tests of reinforced concrete slabs loaded statically to simulate concentric slab punching due to gravity loads. The data are fundamental in understanding the resistance of slabs to punching shear, which is critical in structures in regions of both low and high seismicity.&lt;/p&gt; &lt;p&gt; &lt;/p&gt; &lt;p&gt;&lt;img alt="" src="/resources/14730/download/aci445.jpg" style="width: 500px; height: 375px; float: left" /&gt;&lt;/p&gt; &lt;p&gt; &lt;/p&gt; &lt;p&gt; &lt;/p&gt; &lt;p&gt;            This resource features a database created by &lt;strong&gt;The American Concrete Institute&lt;/strong&gt; &lt;strong&gt;Committee 445C&lt;/strong&gt; in an effort             led by:&lt;/p&gt; &lt;p&gt;            Carlos E. Ospina &lt;a href="mailto:carlos.ospina@abam.com"&gt;carlos.ospina@abam.com&lt;/a&gt;&lt;/p&gt; &lt;p&gt;            Rupert Walkner &lt;a href="mailto:Matthias.G.Egger@uibk.ac.at"&gt;rupert.walkner@uibk.ac.at&lt;/a&gt;&lt;/p&gt; &lt;p&gt;            Widianto Widianto &lt;a href="mailto:widianto.widianto@exxonmobil.com"&gt;widianto.widianto@exxonmobil.com&lt;/a&gt;&lt;/p&gt; &lt;p&gt;            Gerd Birkle &lt;a href="mailto:gerd.birkle@stantec.com"&gt;gerd.birkle@stantec.com&lt;/a&gt;&lt;/p&gt; &lt;p&gt; &lt;/p&gt; &lt;p&gt; &lt;/p&gt; &lt;p&gt; &lt;/p&gt; &lt;h3&gt; &lt;/h3&gt; &lt;h3&gt; &lt;/h3&gt; &lt;h3&gt;&lt;strong&gt;Collected Data&lt;/strong&gt;&lt;/h3&gt; &lt;p&gt;The database contains raw data as reported by the researcher(s) with some basic post-processing, distributed as follows:&lt;/p&gt; &lt;p&gt;The collected data correspond to raw data as reported by previous researchers. The data have been organized by reference information, descriptions of test specimens, descriptions of material properties, slab reinforcement details, and test results including room for commentary by the committee. The variables used to describe the test specimen properties are self-explanatory. The databank developers recently published a paper which can be used as a manual.&lt;/p&gt; &lt;nb:citations&gt;&lt;/nb:citations&gt;
DOI: 10.7277/0b4s-zh23
title: CE 676 - Behavior of Reinforced Concrete Elements

description: &lt;h3&gt;CE 676 - Behavior of Reinforced Concrete Elements&lt;/h3&gt; &lt;p&gt;This database has been created to make course materials of CE 676 - Behavior of Reinforced Concrete Elements class available to students. &lt;/p&gt; &lt;p&gt; &lt;/p&gt; &lt;nb:citations&gt;&lt;/nb:citations&gt;
DOI: 10.7479/qv3p-3619/en
title: Mediasphere For Nature - The multimedia application lab at the Natural History Museum Berlin

description: In order to make the over 30 million physical and digital collection objects of the MfN accessible and usable for small and medium-sized enterprises (SMEs) in the media and creative industries, a media application lab was set up within the framework of the third-party funded project "Naturkunde 365/24 - Multimediales Applikationslabor des Berliner Naturkundemuseums" (Natural History 365/24 - Multimedia Application Laboratory of the Berlin Museum of Natural History), the "Mediasphere For Nature", which conveys a professional, efficient, exemplary and target group-oriented range of digital media and knowledge transfer services for diverse user groups. Since 2020, the Mediasphere For Nature has been integrated into the MfN infrastructure as part of the Zukunftsplan (future plan). The final brochure looks back on more than 3 years of collaboration with SMEs from Berlin and Brandenburg's cultural, creative and educational sectors. Success stories of co-creation processes with cooperation partners, the development of an innovation network, different event formats, the function of data sets with differentiated narratives, selected contextualized media packages, the resulting research portal as well as the ProductTestLab are described in detail.
DOI: 10.7277/tvys-v372
title: Lateral Spreading Deformations from Satellite Images and Optical Image Correlation for the 2011 Christchurch EQ (NEES-2014-1263)

description: &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;The 2011 Christchurch earthquake induced significant liquefaction in and around the city of Christchurch, particularly along the Avon River. Characterization of the earthquake induced lateral spreading displacements was performed using satellite imagery and optical image correlation. The measured displacements from this analysis are presented in an ArcGIS map file, in addition to JPEG images. &lt;/p&gt; &lt;p&gt;&lt;b&gt;Award: --&lt;/b&gt;&lt;/p&gt; &lt;p&gt;&lt;b&gt;PIs &amp; CoPIs: &lt;/b&gt;Ellen Rathje&lt;/p&gt; &lt;p&gt;&lt;b&gt;Dates: &lt;/b&gt;February 22, 2011 - May 01, 2014&lt;/p&gt; &lt;p&gt;&lt;b&gt;Organizations: --&lt;/b&gt;&lt;/p&gt; &lt;p&gt;&lt;b&gt;Facilities: &lt;/b&gt;University of Texas at Austin, TX, United States&lt;/p&gt; &lt;p&gt;&lt;b&gt;Sponsor: --&lt;/b&gt;&lt;/p&gt; &lt;p&gt;&lt;b&gt;Keywords: &lt;/b&gt;Liquefaction,Lateral spreading,Christchurch Earthquake,Satellite Images&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: 10.17632/mtw6k56xpr.1
title: GIuXRD

description: XRD data with Bragg-Brentano configuration and at GIuXRD at different incident beam angles.