cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.25549/usctheses-c3-621857
title: etd-PrasadAdit-3772~52
DOI: 10.25549/usctheses-c3-624612
title: etd-DeeSylviaG-3790~118
DOI: 10.25582/data.2023-01.2720106/2292451
title: Data for EMSL Project 51287 from January 2023
DOI: 10.25549/usctheses-c3-621838
title: etd-PrasadAdit-3772~33
DOI: 10.25549/usctheses-c3-624515
title: etd-DeeSylviaG-3790~021
DOI: 10.25582/data.2023-01.2718696/2292452
title: Data for EMSL Project 51287 from January 2023
DOI: 10.25549/usctheses-c3-624549
title: etd-DeeSylviaG-3790~055
DOI: 10.25549/usctheses-c3-624528
title: etd-DeeSylviaG-3790~034
DOI: 10.25582/data.2023-01.2718972/2292453
title: Data for EMSL Project 51287 from January 2023
DOI: 10.25549/usctheses-c3-621822
title: etd-PrasadAdit-3772~17
DOI: 10.25549/usctheses-c3-624633
title: etd-DeeSylviaG-3790~139
DOI: 10.6084/m9.figshare.14782521.v1
title: Additional file 2 of Three transmission events of Vibrio cholerae O1 into Lusaka, Zambia

description: Additional file 2 Supplemental Table 1: DNA Sequences in This Study.
DOI: 10.25582/data.2023-01.2723561/2292454
title: Data for EMSL Project 51287 from January 2023
DOI: 10.25549/usctheses-c3-624546
title: etd-DeeSylviaG-3790~052
DOI: 10.25549/usctheses-c3-624648
title: etd-DeeSylviaG-3790~154
DOI: 10.25549/usctheses-c3-624557
title: etd-DeeSylviaG-3790~063
DOI: 10.25549/usctheses-c3-621866
title: etd-PrasadAdit-3772~61
DOI: 10.25582/data.2023-01.2718867/2292455
title: Data for EMSL Project 51287 from January 2023
DOI: 10.25549/usctheses-c3-624661
title: etd-DeeSylviaG-3790~167
DOI: 10.25549/usctheses-c3-414776
title: etd-DimitrovGe-2515_underworld
DOI: 10.25582/data.2023-01.2722647/2292456
title: Data for EMSL Project 51287 from January 2023
DOI: 10.25549/usctheses-c3-625098
title: etd-LiNanzhou-3793~80
DOI: 10.25549/usctheses-c3-625086
title: etd-LiNanzhou-3793~68
DOI: 10.25549/usctheses-c3-625024
title: etd-LiNanzhou-3793~06
DOI: 10.25582/data.2023-01.2718438/2292457
title: Data for EMSL Project 51287 from January 2023
DOI: 10.25549/usctheses-c3-624727
title: etd-DeeSylviaG-3790~233
DOI: 10.25582/data.2023-01.2721649/2292458
title: Data for EMSL Project 51287 from January 2023
DOI: 10.25582/data.2023-01.2718426/2292459
title: Data for EMSL Project 51287 from January 2023
DOI: 10.25582/data.2023-02.2731612/2292460
title: Data for EMSL Project 51287 from February 2023
DOI: 10.25582/data.2023-01.2711838/2292461
title: Data for EMSL Project 51287 from January 2023
DOI: 10.25582/data.2023-01.2713504/2292462
title: Data for EMSL Project 51287 from January 2023
DOI: 10.25582/data.2023-02.2731711/2292463
title: Data for EMSL Project 51287 from February 2023
DOI: 10.25582/data.2023-02.2731909/2292464
title: Data for EMSL Project 51287 from February 2023
DOI: 10.25549/usctheses-c3-414755
title: etd-ZhaoZixian-2512_artTohoku
DOI: 10.25582/data.2023-01.2722714/2292465
title: Data for EMSL Project 51287 from January 2023
DOI: 10.25582/data.2023-02.2732018/2292466
title: Data for EMSL Project 51287 from February 2023
DOI: 10.5281/zenodo.2621511
title: Binary black-hole simulation SXS:BBH:0136

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.14455/nrct.img.2019.313
title: อะฟลาทอกซินในถั่วลิสง:  ข้อเสนอวิธีแก้ปัญหา
DOI: 10.17632/xwdvyttrfp.1
title: Data for: Chloroplast genome analysis of box-ironbark Eucalyptus: structure and relationships

description: These data files contain chloroplast genome sequence data from widespread species in Eucalyptus L’Hérit. section Adnataria Pryor & Johnson ex Brooker (Myrtaceae), which is present in many woodland habitats of eastern Australia. Since little information is available about the molecular biology and chloroplast diversity of this group of species, the aim was to add new species to the list of fully-sequenced chloroplast genomes in Eucalyptus, to enable further exploration of their structures, evolutionary constraints, ancestral relationships and geographic structure. Illumina 150 bp paired end whole-genome shotgun sequence data was used for the assembly of chloroplast genome using reference guided and de novo assembly approaches. We present four circular, annotated, de novo chloroplast genomes. We also provide the chloroplast genome sequences and aligned gene sets of a further 35 individuals by alignment to a reference.
DOI: 10.5281/zenodo.2600424
title: Binary black-hole simulation SXS:BBH:1712

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2600425
title: Binary black-hole simulation SXS:BBH:1712

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2600430
title: Binary black-hole simulation SXS:BBH:1714

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2600431
title: Binary black-hole simulation SXS:BBH:1714

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603446
title: Binary black-hole simulation SXS:BBH:1715

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603447
title: Binary black-hole simulation SXS:BBH:1715

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603627
title: Binary black-hole simulation SXS:BBH:1713

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603628
title: Binary black-hole simulation SXS:BBH:1713

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.14272/yypcilvtafmjjx-qurgraslsa-n.1
title: C20H13N3O6
title: InChI=1S/C20H13N3O6/c24-19(25)13-3-1-12(2-4-13)17-10-5-14(20(26)27)11-18(17)22-21-15-6-8-16(9-7-15)23(28)29/h1-11H,(H,24,25)(H,26,27)/b22-21+

description: This dataset contains experimental data from a sample (InChI=1S/C20H13N3O6/c24-19(25)13-3-1-12(2-4-13)17-10-5-14(20(26)27)11-18(17)22-21-15-6-8-16(9-7-15)23(28)29/h1-11H,(H,24,25)(H,26,27)/b22-21+).
      The datasets from the following experiments are available:
      
      1H NMR
      
      13C NMR
      
      Mass
      
      IR
      
      EA
DOI: 10.14272/yypcilvtafmjjx-qurgraslsa-n/13cnmr
title: 13C NMR (, InChI=1S/C20H13N3O6/c24-19(25)13-3-1-12(2-4-13)17-10-5-14(20(26)27)11-18(17)22-21-15-6-8-16(9-7-15)23(28)29/h1-11H,(H,24,25)(H,26,27)/b22-21+)

description: dataset for 13C NMR
      
      13C NMR (125 MHz, DMSO-d6, ppm) δ = 167.1 (1C, CO2H), 166.4 (1C, CO2H), 155.1 (1C, Cq), 148.7 (1C, Cq), 148.6 (1C, Cq), 144.1 (1C, Cq), 141.3 (1C, Cq), 132.5 (1C, CH), 131.7 (1C, CH), 131.4 (1C, Cq), 131.0 (2C, CH), 130.4 (1C, Cq), 128.9 (2C, CH), 125.2 (2C, CH), 123.9 (2C, CH), 116.6 (1C, CH). This spectrum contains around 8% impurities due to inseparable side-product.
DOI: 10.14272/yypcilvtafmjjx-qurgraslsa-n/1hnmr
title: 1H NMR (, InChI=1S/C20H13N3O6/c24-19(25)13-3-1-12(2-4-13)17-10-5-14(20(26)27)11-18(17)22-21-15-6-8-16(9-7-15)23(28)29/h1-11H,(H,24,25)(H,26,27)/b22-21+)

description: dataset for 1H NMR
      
      1H NMR (500 MHz, DMSO-d6, ppm) δ = 13.14 (bs, 2H, CO2H), 8.42–8.40 (m, 2H, CH), 8.29 (d, 1H, J = 1.5 Hz, CH), 8.24 (dd, 1H, J = 8.0 Hz, J = 1.5 Hz, CH), 8.06–8.04 (m, 2H, CH), 7.96–7.94 (m, 2H, CH), 7.86 (d, 1H, J = 8.0 Hz, CH), 7.66–7.64 (m, 2H, CH). This spectrum contains around 8% impurities due to inseparable side-product.
DOI: 10.5281/zenodo.2600583
title: Binary black-hole simulation SXS:BBH:1708

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2600584
title: Binary black-hole simulation SXS:BBH:1708

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2600585
title: Binary black-hole simulation SXS:BBH:1710

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2600586
title: Binary black-hole simulation SXS:BBH:1710

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2600587
title: Binary black-hole simulation SXS:BBH:1711

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2600588
title: Binary black-hole simulation SXS:BBH:1711

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603434
title: Binary black-hole simulation SXS:BBH:1707

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603498
title: Binary black-hole simulation SXS:BBH:1709

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603499
title: Binary black-hole simulation SXS:BBH:1709

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2621506
title: Binary black-hole simulation SXS:BBH:0134

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.14272/yypcilvtafmjjx-qurgraslsa-n/ea
title: EA (, InChI=1S/C20H13N3O6/c24-19(25)13-3-1-12(2-4-13)17-10-5-14(20(26)27)11-18(17)22-21-15-6-8-16(9-7-15)23(28)29/h1-11H,(H,24,25)(H,26,27)/b22-21+)

description: dataset for EA
      
      EA (C20H13N3O6): Calcd. C 61.38; H 3.35; N 10.74. Found. C 59.33; H 3.45; N 10.36.
DOI: 10.14272/yypcilvtafmjjx-qurgraslsa-n/ir
title: IR (, InChI=1S/C20H13N3O6/c24-19(25)13-3-1-12(2-4-13)17-10-5-14(20(26)27)11-18(17)22-21-15-6-8-16(9-7-15)23(28)29/h1-11H,(H,24,25)(H,26,27)/b22-21+)

description: dataset for IR
      
      IR (ATR, ṽ) = 1680, 1602, 1524, 1419, 1344, 1285, 1104 cm–1.
DOI: 10.14272/yypcilvtafmjjx-qurgraslsa-n/mass
title: Mass (, InChI=1S/C20H13N3O6/c24-19(25)13-3-1-12(2-4-13)17-10-5-14(20(26)27)11-18(17)22-21-15-6-8-16(9-7-15)23(28)29/h1-11H,(H,24,25)(H,26,27)/b22-21+)

description: dataset for Mass
      
      APCI (m/z) = 392 (100) [M+H]+. HRMS–APCI (m/z): [M + H]+ Calcd. for C20H14N3O6, 392.0883; Found. 392.0868.
DOI: 10.25911/5caea7a3910b4
title: Figure 10. Octanol effect on film lifetime during particle introduction

description: Figure 10. Octanol effect on film lifetime during particle introduction
DOI: 10.5281/zenodo.2602019
title: Binary black-hole simulation SXS:BBH:1703

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2602020
title: Binary black-hole simulation SXS:BBH:1703

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2602026
title: Binary black-hole simulation SXS:BBH:1706

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2602027
title: Binary black-hole simulation SXS:BBH:1706

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603033
title: Binary black-hole simulation SXS:BBH:1705

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603034
title: Binary black-hole simulation SXS:BBH:1705

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603405
title: Binary black-hole simulation SXS:BBH:1702

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603433
title: Binary black-hole simulation SXS:BBH:1707

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603665
title: Binary black-hole simulation SXS:BBH:1704

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603666
title: Binary black-hole simulation SXS:BBH:1704

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2621494
title: Binary black-hole simulation SXS:BBH:0125

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2621501
title: Binary black-hole simulation SXS:BBH:0128

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.14455/isec.res.2019.44
title: COLLAPSE AND BUCKLING OF STAINLESS STEEL PRESTRESSED STAYED COLUMNS

description: Buckling and collapse of stainless steel elements loaded in compression are studied experimentally and numerically. Based on four tests of single crossarm stayed columns the numerical analysis using ANSYS software package is validated and presented in a detail. First, for a completeness, the study refers to columns with one central crossarm, but the main emphasis is devoted to columns with two crossarms located in the thirds of the element length. The analysis employed geometrically and materially nonlinear analysis (GMNIA) to respect a change of inner energy during buckling of an "ideal" (perfect) column, initial deflections of an "imperfect" column (covering various initial deflection modes and amplitude values) and nonlinear stress-strain relationship belonging to stainless steel material. The results cover both critical buckling and maximal collapse loads of the columns in compression. Finally, the important comparisons of the load capacities concerning stayed columns in compression with one/two crossarms and ratios of critical/maximal loadings, elastic/inelastic material and fixed/sliding support of the stays at the crossarms are provided. Conclusions comprise evaluation of these results and principal recommendations for the design of stayed columns.
DOI: 10.14455/isec.res.2019.45
title: COMPARATIVE INVESTIGATION OF TWO DESIGN METHODS FOR SLAB-ON-GRADE FOUNDATIONS SUBJECTED TO CONCENTRATED LOADS

description: The concrete slab-on-grade is a type of shallow foundation commonly used in warehouse and other industrial facilities. The slab is constructed in formwork set into the ground with concrete poured directly onto compacted subgrade. Slab-on-grade foundations designed by the traditional linear elastic method may have overly conservative slab thicknesses. As the slab-on-grade foundation can account for up to 15% of construction costs for the projects in which they are employed, reduction in the slab thickness can result in significant cost savings. An alternate design method (Shentu et al. 1997) has been proposed but has not been widely accepted due to lack of confidence in its correlation with test results. The objectives of this study were to experimentally define a reasonable factor of safety for the Shentu method and compare with the traditional design method. Test slabs of varying thicknesses, 5 ft by 5 ft in area, were built on top of compacted local soils and aggregates inside a testing box and tested to failure under static loads to simulate storage rack post loads
description: companion slabs were constructed on top of compacted soils and aggregates and field-tested. Concrete mixes with and without fibers were used in the study. Factors of safety were determined. Test results indicate that the Shentu method is too liberal in its computations while the traditional design method is overly conservative.
DOI: 10.14455/isec.res.2019.46
title: COMPARATIVE STUDY ON THE BENDING PROPERTIES FOR TWO TYPES OF COMPOSITE BEAMS

description: The difference between the steel and concrete composite-laminated action beam and the double steel and concrete composite action beam is in the connection of the top concrete slab and the steel top flange. The bending properties about the compositelaminated beam and the double composite beam in the negative flexural region are investigated in this paper. The relation of the cross section bending moment-curvature for the two types of composite beams under the action of negative bending moment are drawn by the whole process analysis method, and then the corresponding cracking moment, elastic ultimate bending moment and plastic ultimate bending moment are obtained. The analysis results have a good agreement with test data. Although the sectional bending stiffness and bending-carrying capacity of the composite-laminated beam and the double composite beam are comparable in the elastic state, the crack resistance of the composite-laminated beam is much better than that of the double composite beam.
DOI: 10.14455/isec.res.2019.47
title: COMPARISON OF OWNER AND CONTRACTOR PERSPECTIVES IN ESTABLISHING COST CONTROL STRUCTURE

description: Cost control is a part of cost management which is carried out by the project owner and the contractor throughout a project. However, the structures of the control function developed by each party generally differ since the purpose of the function and the level of the structure are not exactly the same. Contractors have several advantages while building a cost control system such as more detailed information about the project, more background, more dedicated personnel, specifically developed software etc. Therefore, contractors have a broader vision on the issue. Owners need to utilize cost control systems not only for common reasons but also due to some specific necessities. Unlike contractors, owners have to capitalize projects just before they put their investments into operation. This paper intends to focus the necessities prioritized by the owners and contractors on the issue. A comparison will be made to distinguish the differences between the cost perspectives of project owners and contractors. An assessment will be done of the matters that owners pay attention while establishing a cost control structure in light of the experiences practiced in oil and gas projects. Thus, the important points which should be better to consider by the owners' project control teams will be advised.
DOI: 10.5281/zenodo.2602011
title: Binary black-hole simulation SXS:BBH:1700

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2602012
title: Binary black-hole simulation SXS:BBH:1700

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2602017
title: Binary black-hole simulation SXS:BBH:1701

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2602018
title: Binary black-hole simulation SXS:BBH:1701

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603381
title: Binary black-hole simulation SXS:BBH:1698

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603382
title: Binary black-hole simulation SXS:BBH:1698

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2603404
title: Binary black-hole simulation SXS:BBH:1702

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2604181
title: Binary black-hole simulation SXS:BBH:1699

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2604182
title: Binary black-hole simulation SXS:BBH:1699

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2621488
title: Binary black-hole simulation SXS:BBH:0118

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2621490
title: Binary black-hole simulation SXS:BBH:0122

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.14455/isec.res.2019.48
title: COMPUTATIONAL SIMULATION OF HYGROTHERMAL PERFORMANCE OF PLASTERS WITH ENHANCED MOISTURE ACCUMULATION CAPABILITY

description: Series of computational simulations are performed within this paper in order to investigate the hygrothermal response of several plasters with enhanced accumulation properties. The newly developed plasters are modified from the reference sample by adding various amounts of super absorbent polymers. Then, the basic physical, thermal and hygric properties are determined in the laboratory conditions and subsequently used as an input parameter in the computational simulations. The simulation output showed that even a thin layer of exterior and interior plaster may significantly affect the hygrothermal performance of the entire building envelope due to increased moisture and thermal buffering of the surface layers. Differences in relative humidity distribution across the studied construction were generally up to 10 % between individual plasters, differences of temperature distribution were mostly negligible, except for the cases when sudden changes of surface temperature were observed. Then, the thermal buffering was evident and the differences of temperature in surface layers were up to 4 ฐC among studied plasters.
DOI: 10.14455/isec.res.2019.49
title: CONCEPTUAL BIG DATA CASE STUDY TO IDENTIFYING RISKS OF NEW NUCLEAR TECHNOLOGIES

description: New technologies associated with nuclear power plants are being introduced regularly. However, many of the risks and uncertainties associated with these new nuclear technologies have yet to be identified. In this study, the risks related to newlydeveloped nuclear technologies were determined through an extensive review of the extant literature. A qualitative visual content analysis was selected as the research method employed to identify words repeatedly occurring in 147 journal articles. Through this conceptual "big data" approach, frequently mentioned words were identified using a co-occurrence map. The analysis results were then grouped into four categories: fuel resources, operational system designs, nuclear reactor cooling systems, and steam generators. Words used repeatedly to reference these four key categories were determined to also represent potential causes of risk factors. Many texts could be analyzed in a short period of time through the use of visual content analysis software. Frequently emphasized correlating words were then identified. This big data approach can also be applied to additional nuclear power practices to identify other uncertainties. Last, the limitations of a visual content analysis employed as a risk identification approach were revealed through this study.
DOI: 10.14455/isec.res.2019.50
title: CONCEPTUAL STAKEHOLDER THEORY IN PROJECT MANAGEMENT

description: Stakeholder management is an important part of management notion particularly in project management today. In recent years, the concept of stakeholder grows comprehensively among academics and professionals. Despite the widespread stakeholder management, the theory is not straightforward to understand and apply. One of the reasons is the number of theories in literature. Literature reviews reveal the following as stakeholder management theories: normative, instrumental, descriptive, convergent stakeholder and social science stakeholder theories. The research employs existing literature to develop a contemporary understanding of stakeholder management theory of stakeholder management. This paper contributes to the stakeholder management theory by presenting the new concept of stakeholder management theory using two cultures (Western and Chinese cultures in Africa). These management approaches can be classified as Western and Chinese models. The Western model is contractual by nature, while the Chinese model is characterized by informality (guanxi). The new stakeholder management theory called "Accustom theory". The new stakeholder management theory developed  "Accustom theory"  had a lot to do with the stakeholder management in project management. It deals with hard skills, soft skills, and the power structure skills. This paper contributes to stakeholder management theory by presenting accustom theory as a new perspective of stakeholder management theory. The new theory aims to improve the practice of project management by presenting how formality, participation and communication levels in projects improve stakeholders' satisfaction.