cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.5281/zenodo.5291171
title: Philosophy [IO Islamic 623]

description: Philosophy.

This manuscript is now IO Islamic 623 in the India Office collections.

[metadata: Otto Loth, A Catalogue of the Arabic Manuscripts in the Library of the India Office, (volume 1), no. 498 here with further notations and hyperlinks].


498.

623. Size 91/2 in. by 53/4 in.; foll. 287. Nineteen lines in a page.

شرح حكمة العين

A Commentary  (ممزوج) on Najm al-dîn Abu Bakr (sic,alias Abu’l-Hasan ‘Ali ) b.’Omar Kâtibî Kazwînî’s (d. A.H. 675) حكمة العين , or System of Metaphysics and Physics; by Shams al-dîn Muḥammad b. Mubârak Shâh Bukhâri, commonly called MÎRAK. Cf. Ḥ. Kh. iii. 103; Bible. Sprenger. 1809; Cat. St. Petersb. 75; and Cat. Lugd. iii. 367.

The preface begins: اما بعد حمد الله فاطر ذوات العقول النورية .... فان المولى العلامة ملك المحققين افضل المتاخرين شمس الملة والدين محمد بن مباركشاه البخارى برّد الله مضجعه يقول قد التمس منى بعض اخواني الخ.

The author says in it that his commentary contains, besides extracts from other works, the entire glosses (حواشي) of Ḳuṭb al-dîn Shîrâzi (d. A.H. 710).

The first part of Kâtibî’s work (القسم الاول في العلم الالهي) consists of four مقالة ; viz.: 1. في الامور العامة

(fol.5); 2.في العلل و المعلولات (fol. 57v.) ; 3.في احكام الجواهر و الاعراض (fol.69) ; 4.في اثبات واجب الوجود (fol.130). The second part (في العلم الطبيعي) comprises five مقالة : 1.في احكام الجسم (fol. 150v.) ; 2.في مباحث الحركة (fol.163) ; 3. في احكام الافلاك (fol. 190) ; 4.(fol.224), without title , on the elements, etc.; 5. (fol.261) في النفس النباتية و الحيوانية .

The greater part of this MS. (from fol.76 to the end) is well written, by ‘Abdallah b. Mûsa. Date, Saturday, 15th Sha’bân, 993. Red Lines round the pages.

The first portion is supplied by a different hand. It has numerous marginal notes, which are chiefly extracts from the glosses on this commentary by Saiyid Sharîf.

Fol.3 ought to be placed after fol.7. Injured by insects.

[Johnson.]
DOI: 10.15468/dl.ar58ek
title: Occurrence Download

description: A dataset containing 3393 species occurrences available in GBIF matching the query:
{
 "TaxonKey" : [
 "is Eremochloa Buse"
 ]
}

 The dataset includes 3393 records from 196 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0001306-250424135625364/datasets/export for details.
 
Data from some individual datasets included in this download may be licensed under less restrictive terms.
DOI: 10.17632/d3wf6xkd7p.1
title: data

description: APPENDIX OF MASTER THESIS-MAO YANLIN
DOI: 10.15468/dl.dsyzeq
title: Occurrence Download

description: A dataset containing 1116298 species occurrences available in GBIF matching the query:
{
 "and" : [
 "Country is Iran (Islamic Republic of)",
 "OccurrenceStatus is Present"
 ]
}

 The dataset includes 1116298 records from 1282 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0001046-250424135625364/datasets/export for details.
 
Data from some individual datasets included in this download may be licensed under less restrictive terms.
DOI: 10.17603/ds2nm4w
title: Cyclic Direct Simple Shear Tests
title: in LEAP-2018 - Stress-strain response of Ottawa F65 sand in Cyclic Simple Shear

description: Cyclic direct simple shear tests conducted to characterize the stress-strain response of Ottawa F-65 sand at two levels of vertical stresses (100 kPa and 40 kPa).
description: This project publishes the results of cyclic direct simple shear tests performed at  George Washington University (GWU) to characterize the stress-strain-strength response of Ottawa F-65 sand. This data along with the results of the cyclic torsional shear tests conducted at Kyoto University for LEAP-Asia-2018, and the results of the monotonic and cyclic triaxial tests conducted at GWU for LEAP-2015 and LEAP-2017 are provided to the numerical simulation teams who participate in the LEAP-Asia-2018 and LEAP-RPI-2019 prediction exercises. The numerical simulation teams use these results to calibrate the constitutive models.
DOI: 10.17603/ds2-58ft-kp27
title: HTI Interview Protocol with Professional Users
title: in Evaluation of hurricane threats and impacts visualizations through interviews with broadcast meteorologists and emergency managers

description: The overall goal of this project was to improve the National Weather Service's (NWS) Hurricane Threats and Impacts (HTI) visualizations through a user-driven, iterative design process, in order to improve risk communication and decision-making during multi-hazard tropical cyclone events. The component of the project documented here focused on evaluating a prototype redesign of the NWS HTI graphics with broadcast meteorologists and emergency managers in hurricane-prone regions. The prototype was co-developed with our research partners at the University of Miami based on initial feedback from members of the public, as well as best practices in visual design and the various disciplinary expertise of our research team. We conducted 20 interviews in total - 10 with broadcast meteorologists and 10 with emergency managers. The interviewees were recruited based on variability in several dimensions, including how long they’ve worked in their hurricane-related job roles and characteristics of the areas they served (e.g., coastal vs. inland, urban vs. rural, local vs. regional). Interviewees were first asked about their perspectives on the current NWS HTI graphics (at the time of the interviews), including their uses, interpretations, and feedback for improvement. They were then shown the prototype redesigned HTI graphic and were again asked about their overall interpretations, likes and dislikes, potential uses, and needs and constraints that would need to be addressed to facilitate their use of the graphic. This repository includes the semi-structured interview protocol and stimuli used during our interviews, as well as a guide for how we de-identified interview transcripts to protect interviewee confidentiality.
description: This document is the semi-structured interview protocol used to elicit data from and guide discussion with interviewees. The interview protocol is comprised of several sections, focusing around interviewees’: 1) job roles and past experiences, 2) use of tropical cyclone forecast products, 3) use of and feedback on current HTI graphics (at the time of the interviews), 4) feedback on the new HTI prototype graphics, 5) thoughts on incorporating timing and localized information into the HTI prototypes, and 6) needs and constraints for using HTI. Instructions for interviewers are noted in brackets, with specific interviewer actions (such as sharing the interviewers’ computer screen) denoted in blue text. Topics to prompt interviewees on (if not mentioned) are italicized.
DOI: 10.21979/n9/qqrqrh
title: Volcano in the lab: An analogue investigation of bubble-driven surface displacement

description: This dataset contains all the data recorded during the analogue experiment run to simulate a volcanic elastic conduit and relative ground deformation associated to Strombolian activity. This dataset also contain the codes used to process the data.
DOI: 10.17603/ds2-8xba-ve38
title: Quasistatic monotonic testing of column-top mounted natural rubber bearing subject under large axial loads to 300% strain
title: in Stiffness of Rubber Bearings Considering Non-standard Top and Bottom Boundary Conditions

description: Typical installations of seismic isolation use rigid diaphragms to bound the end plates of the isolators. An alternative form of isolation involves placing the isolation plane on top of first floor columns, potentially resulting in flexible boundary conditions. To address this, an experimental program on a quarter-scale column-bearing subassembly was conducted to investigate how rotations of both top and bottom bearing end plates impact key design assumptions such as horizontal stiffness, rotational stiffness, and stability.
description: Test of column-bearing subassembly using a natural rubber bearing and columns of varying stiffness. Horizontal displacement was monotonically applied at the base of the column up until bearing shear strains reached roughly 300%. Sequential tests were conducted under increasing axial loads up to 150% of the buckling load found using the overlapping area method.
DOI: 10.15468/dl.y5jqsx
title: Occurrence Download

description: A dataset containing 22137 species occurrences available in GBIF matching the query:
{
 "DatasetKey" : [
 "is Global compendium of Aedes albopictus occurrence"
 ]
}

 The dataset includes 22137 records from 1 constituent datasets; see https://api.gbif.org/v1/occurrence/download/0015641-250525065834625/datasets/export for details.
 
Data from some individual datasets included in this download may be licensed under less restrictive terms.
DOI: 10.17603/ds2-0mvh-b005
title: Seismic Assessment of Corroded Reinforced Concrete Structures - An experimental and prediction database

description: In the lack of guidance on how to assess the residual capacity of corroded reinforced concrete (RC) structures, the study aims to publish a database of experimental results on the seismic performance of corroded RC structures, and the predicted results from the authors study. The database study illustrates the current state of knowledge discussing the effect of corrosion on material properties such as tensile strength, strain, and bond strength, and member properties such as flexure and shear strength, and displacement capacity of corroded RC members. The results of the study are useful for researchers and practising engineers active in the field. The database study will also be beneficial for further developments in numerical modelling and global standards for the seismic assessment of corroded RC structures.
DOI: 10.17603/ds2-jb6v-7621
title: Nationwide Survey Summer 2020
title: in RAPID: Examining Media Dependencies, Risk Perceptions, and Depressive Symptomology during the 2020 COVID Pandemic

description: The COVID-19 pandemic presents a unique opportunity to examine risk perceptions and responses on both a national and regional scale. When faced with a major health crisis, individuals are likely to be motivated to seek information in order to alleviate anxiety and gather information about how to protect themselves. While these dependencies are well documented, less is known about the extent to which media dependency translates into desired behavior, and the extent to which other effects associated with these dependencies may help or hinder this translation. Particularly troubling is prior research supporting the notion that depressive symptomology may lead to inaction, and that reliance on different news sources may lead to variability in the perception of risk.  In partnership with Qualtrics panel services, data was collected from a nationally representative sample of 5,000 respondents to assess the key variables of interest. Participants were  asked about the relative importance of varying news outlets, sources of first alerts, time spent seeking information, risk perception (including magnitude and probability), specific protective behaviors advocated by the CDC, and depressive symptomology. They were also evaluated in terms of rumination tendency and need for cognition. The aim is to extend previous research by investigating the extent to which risk perception and motivation to take protective action are tied to specific source preferences, and the degree to which individual processing characteristics and related responses influence these relationships.
description: Survey of information dependencies, mitigation efforts, risk perception, and psychological wellbeing
DOI: 10.17603/ds2-qe68-4v02
title: SimSlope
title: in Non-ergodic based seismic performance assessment of slope systems

description: The state of practice seismic performance assessments of slope systems only consider ergodic approaches. Earthquake engineering is transitioning into non-ergodic approaches; however, most efforts have been focused on hazard quantification, and not much emphasis has been put yet on non-ergodic aspects related to the response of engineering systems (slope systems in the context of this repository). This repository includes information related to the USGS project G23AP00500 "Seismic performance assessment of slope systems considering non-ergodic ground motion estimates and non-ergodic fragilities." The information is included for three sites in California considered for the project: San Luis Obispo (SLO), San Jose (SJ) and Northeast (NE) California 

References:
Macedo, J. Olaya, & Liu, C., (2024). Seismic performance assessment of slope systems considering non-ergodic ground motion estimates and non-ergodic fragilities. USGS report
description: The state of practice seismic performance assessments of slope systems only consider ergodic approaches. Earthquake engineering is transitioning into non-ergodic approaches; however, most efforts have been focused on hazard quantification, and not much emphasis has been put yet on non-ergodic aspects related to the response of engineering systems (slope systems in the context of this repository). This repository includes information related to the USGS project G23AP00500 "Seismic performance assessment of slope systems considering non-ergodic ground motion estimates and non-ergodic fragilities." The information is included for three sites in California considered for the project: San Luis Obispo (SLO), San Jose (SJ) and Northeast (NE) California
DOI: 10.17603/ds2-sxz7-2q05
title: Wave 1

description: The Wave 1 Mission of the field study collected data in Lumberton, NC after Hurricane Matthew in late November and early December, 2016. This Mission had two primary objectives: (1) establish and document initial conditions after the flooding associated with Hurricane Matthew and (2) facilitate and document the quantitative linkage between flood damage and socio-economics, though  a combined engineering-social science field study protocol. Data was collected through a building damage survey instrument, a household survey instrument, and interviews with community stakeholders and social institutions such as schools. Data was collected in-person using paper instruments. This study used a two-stage non-proportional stratified cluster sampling strategy to sample census blocks and ultimately the housing units and the households residing in those units within the school attendance zone for Lumberton Junior High. Collections in this Mission currently include select building characteristics for fragility analysis.
DOI: 10.17603/ds2-y5k1-yx25
title: EAGER: SSDIM: Generating Synthetic Data on Interdependent Food, Energy, and Transportation Networks via Stochastic, Bi-level Optimization

description: Unanticipated challenges, such as natural disasters, oil spils, blackouts, result not only in disruptions to the respective engineering systems but also lead to a range of complex social effects. Therefore, the study of such events requires a framework that integrates engineering with the social, behavioral, and economic sciences. A range of planning methods have been traditionally employed to enhance decision making, however, they often lack data at the level of detail required for resiliency studies. 

The goal of this project is to generate data at the interdependencies between the food and the energy systems, at the state level.  Faster computation and improved algorithms allow us to generate state level data for the individual large-scale subsystems via a Bi-level Optimization Program that utilizes existing, publicly available data on food and energy systems. Data at the interdependencies of the subsystems are generated using inputs from the Economic Input-Output Life Cycle Analysis tool. The aim of this project is to understand the critical inter-dependencies between infrastructures and consequently inform strategies for disaster preparedness, resilience, and response.
DOI: 10.17603/ds2-garb-1n48
title: Marshall Fire Reconnaissance - 2022
title: in GEER - Marshall Fire, Colorado

description: LiDAR and UAS data were captured for the Rt36 Corridor area; UAS data for the Arapahoe area; UAS data for the Spanish Hills area; and UAS data for the Town of Marshall. LiDAR was collected by means of Terrestrial Laser Scanning (TLS) and UAS data was created through the use of SfM (Structure from Motion) from drones.
description: Reconnaissance of the damage resulting from the Marshall Fire in Boulder County, Colorado. Data included was collected in parallel to GEER reconnaissance mission: 2021 Marshall Wildfire, GEER's first response to wildfire event (report linked below). Imagery collected in 2022 during three general time periods: Late January, mid-February, and late-April. Data was collected as soon as possible following the event to provide a detailed overview of fire impacts (snow cover is present in some data sets, several of which were repeated in subsequent flights). HazMapper link provides overview of the various UAS and LiDAR data sets, while this repository includes all raw and processed data (in some cases raw data has greater resolution/quality).  
The audience is targeted at researchers and officials seeking to understand the impact of the event and aid in longitudinal studies of recovery. 
(https://geerassociation.org/index.php/component/geer_reports/?view=geerreports&layout=build&id=103)
DOI: 10.17603/ds2-trtb-5r56
title: Precast Concrete Wall Tests - Grouted metal duct connections
title: in University of Auckland: Precast Concrete Wall Tests - Grouted Connections

description: During the 2010/2011 Canterbury (New Zealand) earthquakes damage was observed to grouted connections used for precast concrete wall panels. A series of experimental tests were subsequently performed to investigate the in-plane seismic behaviour of precast concrete walls with grouted connections. Testing comprised of nine reversed cyclic in-plane tests of full-scale precast concrete wall panels. Seven walls used grouted metal duct connections at the wall-to-foundation joint, with test variables considering panel geometry, axial load, and panel reinforcement.  An additional two walls were tested with grouted sleeve wall-to-foundation connections with both a single and double layer of panel reinforcement.  Test data from these nine precast wall tests is published including wall design, test setup and procedures, clean sensor data, and photos.
description: During the 2010/2011 Canterbury (New Zealand) earthquakes damage was observed to grouted connections used for precast concrete wall panels. A series of experimental tests were subsequently performed to investigate the in-plane seismic behaviour of precast concrete walls with grouted connections.  Testing comprised of seven reversed cyclic in-plane tests of full-scale precast concrete wall panels with grouted metal duct wall-to-foundation connections. Walls with existing connection detailing were found to perform adequately when carrying low axial loads, but performance was found to be less satisfactory as the axial load and wall panel length increased. The use of new recommended detailing was observed to prevent non-ductile connection response and to improve the robustness of the reinforcement splice. Test data could be used to evaluate the seismic performance of precast concrete walls to develop seismic assessment or design procedures.
DOI: 10.17603/ds2-dnq8-wx73
title: Ridgecrest Earthquake Sequence One-Year Anniversary Presentations

description: Presentations from 2019 Ridgecrest Sequence One-Year Anniversary programming at the 2020 National Earthquake Conference held on March 4-6, 2020.
DOI: 10.17603/ds2-qxz0-8n72
title: Natural Hazards Research Summit 2022: Efficient supercomputer resource utilization for machine learning: a case study on identifying damage in a five-story reinforced concrete structure

description: In this poster, presented at the NHERI Natural Hazards Summit 2022, we present an efficient approach for high-performance computing (HPC) resource utilization for machine learning (ML). HPC resources are applied to integrate the learning capacity of ML-based approaches with experimentally-measured data from a small model to estimate damage to a reinforced concrete building using transfer learning. Benefits of transfer learning include saving training time, improving performance, and reducing required training data. The data in this project can be reused by researchers who want to apply ML-based approaches for damage identification of in situ structures or who want to learn about HPC resources and their efficient use for ML. This project is unique because it uses experimental data from a 5-story small model to perform transfer learning for damage identification to a 5-story full-scale reinforced concrete structure. The audience for this project includes researchers and practitioners in the fields of HPC, ML, and structural engineering who are interested in developing ML-based solutions for damage identification of in situ structures.
DOI: 10.17603/ds2-v4td-0x78
title: Don’t Forget—A Checklist of Supplies to Bring to the Field—CONVERGE Extreme Events Research Check Sheets Series

description: This check sheet provides a list of tools, supplies, and other materials commonly used during post-disaster field research. It is organized by category, including: technology, documents, research supplies, personal items, and team supplies. Researchers may use this list to ensure they have procured and readied necessary items prior to entering the field. About the CONVERGE Extreme Events Research Check Sheets Series: The National Science Foundation-supported CONVERGE facility at the Natural Hazards Center at the University of Colorado Boulder has developed a series of short, graphical check sheets that are meant to be used as researchers design their studies, prepare to enter the field, conduct field research, and exit the field. The series offers best practices for extreme events research and includes check sheets that are free to the research community. More information is available at: https://converge.colorado.edu/resources/check-sheets.
DOI: 10.17603/ds2-y1xv-6x87
title: Seismic and Liquefaction Hazard Study for Five Western Tennessee Counties

description: Seismic and liquefaction study of five western Tennessee counties provides uniquely detailed hazard that includes the effects of local geology.  County reports are made available to county officials, consultants, and other researchers.  MASW Vs profiles measured during the project can be reused in compilations/studies and are made available to researchers and consultants.  Vs reference files and gridded geology files used in hazard estimation can be reused in regional studies and are made available to researchers.  Resulting hazard maps and data are made available to consultants, researchers, and the interested public.