cometadata/datacite-titles-descriptions-related-identifiers huggingface dataset:
DOI: 10.14455/isec.res.2019.182
title: THEORETICAL VALUATION OF THE INFLUENCE OF CORPORATE GOVERNANCE AND SUSTAINABILITY ON LOW-COST HOUSING

description: The paper delivers a theoretical analysis of corporate governance and sustainability on low-cost housing. One of the constraints faced by low-cost housing projects is poor governance, which should be the development prospective of a company whose directive is to refine the economic potential of the countries in the process of transformation. Literature is the main method to investigate the research problem. Published, unpublished papers and journals were accurately reviewed to find solutions to the subject matter. The study revealed that it is a prerequisite in terms of the National Environmental Management Act for National and provincial department to formulate an Environmental Implementation Plan for any building construction activities that will have an impact on the environment. Green and sustainable are terms filled on company yearly reports, but the question is whether the Corporate Social Responsibility is valued or well thought of or highly regarded. The paper will assist the industry to realise that the achievement of the company does not only rely on the compliance of legislation and standards, but also by a broad series of economic, environment and social problems in a manner that is useful to global society. Organizational sustainability is an established requirement with many obligatory conditions enforcing ISO 14001 and environmental standards to be adhered to. Refining environmental performance through efficient use of energy and resources intensifies the success of companies.
DOI: 10.14455/isec.res.2019.183
title: THIN-WALLED STEEL TUBULAR COLUMNS WITH UNIFORM AND GRADED THICKNESS UNDER CYCLIC LOADING

description: Thin-walled steel tubular circular columns are widely used as cantilever bridge piers due to their geometric efficiency, aesthetic appearance, and high earthquake resistance. However, local buckling, global buckling, or interaction between both is usually the main reason of significant strength and ductility loss in these columns, which eventually leads to their collapse. This paper investigates the behavior of uniform circular (C) and graded-thickness circular (GC) thin-walled steel tubular columns under constant axial and cyclic lateral loading. The GC column with size and volume of material equivalent to the C column is introduced and analyzed under constant axial and cyclic lateral loading. The analysis carried out using a finite-element model (FEM), which considers both material and geometric nonlinearities. The accuracy of the employed FEM is validated based on the experimental results available in the literature. The results revealed that, significant improvements in strength, ductility, and post-buckling behavior of thin-walled steel columns obtained using the GC column.
DOI: 10.14455/isec.res.2019.184
title: TOWARDS DIGITIZING THE CONSTRUCTION INDUSTRY: STATE OF THE ART OF CONSTRUCTION 4.0

description: Having a significant economic impact in country's GDP and being a major workforce, construction industry is yet characterized by low production rate, low technological advancement, minimum automation and robotic usage, and so on. With the visionary idea of Industry 4.0 that focuses on digitization of the value chain of a product and improving productivity through a variety of technologies and automated manufacturing environment, this research aims to develop a framework to adopt Construction 4.0 within a construction company. Current state of the art of the technologies in construction associated with the notion of Industry 4.0 (e.g., Building Information Modelling, virtual reality, augmented reality, Drone, etc.) is explored through extensive literature studies. The proposed framework incorporates current technological advancement related to construction industry, legislative requirements, barriers, enterprise transformation requirements and so on. Construction 4.0 would make a great impact in construction industry through improved value chain of construction projects, productivity improvement, and safe and sustainable construction. Indeed, the proposed framework would contribute to the advancement of new knowledge in the worlds' construction companies and provide potentials of new research focuses
DOI: 10.14455/isec.res.2019.185
title: USING ARABIC GUM IN PRODUCTION OF REFRACTORY BONDING MORTAR

description: Refractory bonding mortar is a specially-engineered blend consists of non-metallic materials that give the mortar unique heat-resistance and thermal characteristics for use in high-temperature applications. The goal of this study was to determine the performance of refractory mortar that produced from local raw materials in this study
description: Iraqi clays were utilized as raw materials while Arabic gum was used as adhesive materials. Three proportion mixes were applied, (96:4), (93:7), and (90:10) as (grog: kaolin binding material) and the burning temperatures for specimens were 1500oC. In the present research, some physical test such as the percentage of apparent porosity, bulk density, and specific heat are studied. Also, some mechanical properties such as compressive strength, binding strength, and dimensional stability are investigated. Finally, thermal conductivity and thermal shrinkage as thermal properties are also surveyed. All refractory bonding mortar produced in this study which has been used local materials have a good quality and it has all the characteristics of an economical product.
DOI: 10.14455/isec.res.2019.186
title: UTILIZATION OF SUPERABSORBENT POLYMERS IN PLASTERS FOR MODERATION OF INDOOR RELATIVE HUMIDITY LEVEL

description: Nowadays, the energy efficiency and moderation of indoor environment of buildings became important topic in the field of building physics. Moisture occurrence in building construction poses a significant task for building designers and material engineers. Among other factors, a high level of relative humidity has negative effect on the work efficiency and health of building inhabitants. The presented paper is aimed on the analysis of chosen superabsorbent polymers (SAPs) and its influence on properties of newly developed interior plasters. The identification of optimal ratio between superabsorbent polymers and plaster mixture from the point of view of the workability of fresh mixtures is done. Also, the effect of water/dry mixture ratio is studied according to enhanced absorption capability of SAPs. Specific attention is paid to hygric properties, the determination of apparent moisture diffusivity, water vapor resistance factor and estimation of sorption isotherms. Obtained results directly point to significant effect of SAP admixture on material properties of developed plasters. Namely, addition of up to 3 wt.% of SAPs shifts the water absorption coefficient almost ten-times, while the total open porosity is increased only about 20%. Such materials can be applied for the damped areas or places where increased water transport parameters play an important role for the efficient moisture removal.
DOI: 10.14455/isec.res.2019.187
title: VERIFICATION OF SIGNAL POLE SHAFT FOUNDATION LRFD DESIGN USING FINITE ELEMENT METHOD

description: This study presents verification methods of current shaft foundation design under linear lateral and torsional loads. Shaft is used as a foundation to support mast arm signal pole structure and transfer loads from superstructures to ground. The capacity of current shaft foundation deployed in the State of Maryland is re-verified due to higher sub-structural strength requirement against super-structural fatigue proposed from the AASHTO LRFD Specification (2015). The shaft foundation verification includes embedment length and torsional capacity. For embedment length check, lateral reactions between soil and shaft are verified by comparing analytical method and finite element method. Wind-induced torque is a design concern for the shaft of a single pole cantilever structure. However, torsional capacity of the shaft foundation of signal pole structures is rarely mentioned in the current design specification. By verifying finite element models with analytical method, torsional effect is further simulated to finite element models to evaluate the adequacy of current shaft foundation design. Results show existing design of shaft foundation could meet requirements to resist lateral force under extreme conditions. For torsional effect, current torsional capacity is less than the torque induced by wind load in the worst soil conditions.
DOI: 10.14455/isec.res.2019.188
title: VIBRATION RESPONSE OF A FOOTBRIDGE DUE TO PEDESTRIANS' MOVEMENTS

description: Failure of footbridges in England and France due to excessive vibrations from marching soldiers in the nineteenth century resulted in many fatalities and injuries. The unexpected lateral vibrations of the Millennium Bridge over the Thames River in London was a watershed event as large number of research studies were conducted on this subject following this incidence. However, there are still a number of issues related to vibration serviceability of footbridges that require further studies. Among these are: the amplification of structural response when a group of pedestrians cross a footbridge as compared to a single individual (group effects). This is important as footbridge vibrations are usually computed when subjected to one pedestrian's crossing and are magnified to estimate those generated by a group of people. Therefore, it is important to conduct vibration testing of footbridges to better define the group effects. This paper presents an experimental study of a footbridge susceptible to vibrations due to human movements. With the help of a group of volunteers, the group effects were computed as a function of the group size. It was found that the results were not completely consistent with those in the literature. Conclusions are made based on the results of the data analysis.
DOI: 10.5258/soton/d0867
title: Mechanical Cyclic Bending Test on Capacitive Touch and Proximity Sensing E-Textile Yarns

description: Dataset supports the thesis entitled 'Tailored Polydimethylsiloxane Circuit Encapsulation for Washable and Mechanically-Deformable Proximity and Touch Sensing Electronic Textiles for Wearables and Beyond' by Olivia Ojuroye.Data collected from mechanical cyclic bending tests of capacitive touch and proximity sensing e-textile yarns developed as part of Olivia Ojuroye's PhD research.
DOI: 10.5281/zenodo.2622281
title: Binary black-hole simulation SXS:BBH:0230

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622284
title: Binary black-hole simulation SXS:BBH:0232

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622390
title: Binary black-hole simulation SXS:BBH:0258

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622391
title: Binary black-hole simulation SXS:BBH:0248

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622392
title: Binary black-hole simulation SXS:BBH:0275

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622393
title: Binary black-hole simulation SXS:BBH:0254

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622394
title: Binary black-hole simulation SXS:BBH:0269

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2626520
title: Binary black-hole simulation SXS:BBH:1425

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2626521
title: Binary black-hole simulation SXS:BBH:1426

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2626522
title: Binary black-hole simulation SXS:BBH:1427

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2626523
title: Binary black-hole simulation SXS:BBH:1428

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2626524
title: Binary black-hole simulation SXS:BBH:1429

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.14455/isec.res.2019.189
title: VISCOELASTIC ANALYSIS OF FLEXIBLE PAVEMENT EMBEDDED WITH CLSM BASES SUBJECTED TO SINUSOIDAL AND IMPULSIVE LOADS

description: This paper presents finite element analysis of 4-layered flexible pavements embedded visco-elastic asphalt concrete (AC) top layer and controlled low-strength materials (CLSM) sub-layers as well as graded crushed stone subgrades layers subjected to sinusoidal and impulsive surface wheel loads. Two-dimensional deformation assumption is employed. Time-dependent stress-strain relations are treated using Laplace transform based on correspondence principle. Scheme based on fast Fourier transform (FFT) is employed for inversion of Laplace transformed to obtain timedomain results. A typical 4-layered pavement is analyzed in which relaxation modulus of top visco-elastic asphalt layer is expressed in Prony series. Two kinds of CLSMs, i.e., CLSM-B80/30% and CLSM-B130/30% are compared with graded crushed stones and AC used for base materials. Time-domain responses of vertical displacement and stress at bottom of AC layer are compared. The vertical settlements using CLSM bases (B80/30% and B130/30%) are smaller than that using graded crushed stones even considering visco-elastic behavior of asphalt layer and show to be good materials employed as base substitutes for graded crushed stone in flexible pavement design
DOI: 10.14455/isec.res.2019.190
title: VISIBLE TEST ON BUGHOLE GENERATION OF FLUIDITY CONCRETES FOR TUNNEL LINING

description: Bughole (surface air-void) is a concern for surface quality though it rarely decreases strength properties of the concrete structure. In particular, sidewall of NATM tunnel lining which generally has negative angle is a significant concern in the bughole problem. To reduce the surface imperfection of concrete, the authors examined the bughole properties and discussed on construction methods in previous investigations. The present study focuses on the relation of bughole generation and concrete viscosity. A visible test of bughole generation was conducted using high and medium fluidity concretes in addition to the conventional concrete. Bughole distribution and properties were analyzed by the image analysis which was developed in our previous study. This paper reports the effect of concrete fluidity on decrease of bugholes on concrete surface. A remarkable observation in the experimental study is that number and arearatio of bugholes increased with concrete viscosity while large voids can be decreased by using high/medium fluidity concrete.
DOI: 10.5258/soton/d0865
title: Aqueous Underwater Test on PDMS Conformally Encapsulated Capacitive Touch and Proximity Sensing Circuit E-Textiles

description: Dataset supports the thesis entitled 'Tailored Polydimethylsiloxane Circuit Encapsulation for Washable and Mechanically-Deformable Proximity and Touch Sensing Electronic Textiles for Wearables and Beyond' by Olivia Ojuroye.Data collected from underwater tests of capacitive touch and proximity sensing circuits with copper and copper-silk wires developed as part of Olivia Ojuroye's PhD research. The underwater tests were conducted with room temperature water using three circuits tested one per month. The copper and copper-silk wire tests are in two separate document
DOI: 10.5281/zenodo.2622375
title: Binary black-hole simulation SXS:BBH:0287

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622376
title: Binary black-hole simulation SXS:BBH:0257

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622379
title: Binary black-hole simulation SXS:BBH:0284

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622380
title: Binary black-hole simulation SXS:BBH:0278

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622381
title: Binary black-hole simulation SXS:BBH:0274

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622388
title: Binary black-hole simulation SXS:BBH:0279

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622389
title: Binary black-hole simulation SXS:BBH:0255

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2626513
title: Binary black-hole simulation SXS:BBH:1420

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2626514
title: Binary black-hole simulation SXS:BBH:1421

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2626515
title: Binary black-hole simulation SXS:BBH:1422

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2626518
title: Binary black-hole simulation SXS:BBH:1423

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2626519
title: Binary black-hole simulation SXS:BBH:1424

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2636088
title: File Specifications for CVMFS Containers

description: The specifications list files to be included in two different containers for running CVMFS jobs. The specification format consists of newline-separated paths, relative to the respective repo roots. For example, every line in cms.spec should be prefixed with /cvmfs/cms.cern.ch to produce a list of absolute paths that could be resolved using the CVMFS FUSE client.
DOI: 10.5281/zenodo.2636089
title: File Specifications for CVMFS Containers

description: The specifications list files to be included in two different containers for running CVMFS jobs. The specification format consists of newline-separated paths, relative to the respective repo roots. For example, every line in cms.spec should be prefixed with /cvmfs/cms.cern.ch to produce a list of absolute paths that could be resolved using the CVMFS FUSE client.
DOI: 10.14272/vcvfpfprviocte-wcwdxbqesa-n.1
title: C22H18N2O4
title: InChI=1S/C22H18N2O4/c1-27-21(25)16-10-8-15(9-11-16)19-13-12-17(22(26)28-2)14-20(19)24-23-18-6-4-3-5-7-18/h3-14H,1-2H3/b24-23+

description: This dataset contains experimental data from a sample (InChI=1S/C22H18N2O4/c1-27-21(25)16-10-8-15(9-11-16)19-13-12-17(22(26)28-2)14-20(19)24-23-18-6-4-3-5-7-18/h3-14H,1-2H3/b24-23+).
      The datasets from the following experiments are available:
      
      1H NMR
      
      13C NMR
      
      Mass
      
      IR
      
      Others
      
      EA
DOI: 10.14272/vcvfpfprviocte-wcwdxbqesa-n/1hnmr
title: 1H NMR (, InChI=1S/C22H18N2O4/c1-27-21(25)16-10-8-15(9-11-16)19-13-12-17(22(26)28-2)14-20(19)24-23-18-6-4-3-5-7-18/h3-14H,1-2H3/b24-23+)

description: dataset for 1H NMR
      
      1H NMR (500 MHz, CDCl3,ppm) δ = 8.43 (d, 1H, J = 1.5 Hz, CH), 8.22 (dd, 1H, J = 8.0 Hz, J = 1.5 Hz, CH), 8.13–8.12 (m, 2H, CH), 7.81–7.79 (m, 2H, CH), 7.67 (d, 1H, J = 8.0 Hz, CH), 7.58–7.56 (m, 2H, CH), 7.49–7.47 (m, 3H, CH), 3.99 (s, 3H, CO2CH3), 3.97 (s, 3H, CO2CH3).
DOI: 10.5258/soton/d0864
title: Aqueous Polydimethlysiloxane (PDMS) Mixing Ratio Determination Tests for encapsulating circuits for E-Textile applications

description: Dataset supports the thesis entitled 'Tailored Polydimethylsiloxane Circuit Encapsulation for Washable and Mechanically-Deformable Proximity and Touch Sensing Electronic Textiles for Wearables and Beyond' by Olivia Ojuroye.Data collected from contact angle tests and swelling tests of 5:1, 7:1, 10:1, 15:1, and 20:1 polydimethlysiloxane (PDMS) mixing ratio variants when subjected to water, detergent, and fabric conditioner aqueous solutions  as part of Olivia Ojuroye's PhD research. The water used were at room temperature, with the different between tap and distilled water also evaluated.
DOI: 10.5281/zenodo.2621858
title: Binary black-hole simulation SXS:BBH:0114

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2621860
title: Binary black-hole simulation SXS:BBH:0064

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622362
title: Binary black-hole simulation SXS:BBH:0290

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622363
title: Binary black-hole simulation SXS:BBH:0291

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622368
title: Binary black-hole simulation SXS:BBH:0289

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622369
title: Binary black-hole simulation SXS:BBH:0292

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622370
title: Binary black-hole simulation SXS:BBH:0285

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622371
title: Binary black-hole simulation SXS:BBH:0288

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2622372
title: Binary black-hole simulation SXS:BBH:0280

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2626512
title: Binary black-hole simulation SXS:BBH:1419

description: Simulation of a black-hole binary system evolved by the SpEC code.
DOI: 10.5281/zenodo.2636094
title: Freezing point of water, water content and proportion of freezing water in Heracleum sosnowskyi seedlings with radicles

description: <strong>Method plant tissue of analysis using differential scanning calorimetry (DSC)</strong>

Differential scanning calorimetry was used to assess the risk of tissue plant damage by low negative temperatures. We measured the freezing point of water, the water content and the proportion of freezing water in plant samples using the DSC – 60 Shimadzu calorimeter (Japan). The samples were seedlings with radicles of <em>Heracleum sosnowskyi</em> (hogweed) plants from under snow. The samples were placed in an aluminum pan with a volume of 0.1 cm<sup>3</sup>. The sample was cooled at a rate of 1 °C/min from +5 °C to -30 °C. The water crystallization temperature was determined at the beginning of the phase transition peak. After measurements, the material was dried at 105 °C to a constant dry mass.

The following calculations were applied:


	A – DSC data (water crystallization temperature, ºC);
	B – wet weight sample (mg);
	C – dry weight sample (mg);
	D = B-C – (water content in sample, mg);
	E – DSC data (heat from water freezing, mJ);
	F= E× 335 – (frozen water in sample, mg);
	335 –The heat of frozen for water is approximately (mJ/mg);
	G = D-F – (non-freezing water, mg);
	H = (100%/D) × F – (frozen water in sample, %);
	I = (D/B) ×100 – (water content in sample, %);
	J= D/C (mg H<sub>2</sub>O/mg dry weight sample).


 

The results of the analysis are presented in the file «The_results_DSC_analysis_of_seedlings_Heracl_sosn_2017.xls».

Measurements were carried out in March 2017. The samples were seedlings with radicles of <em>Heracleum sosnowskyi</em> (hogweed) plants from under snow. Geographical coordinates vegetation plants 61.645333, 50.733196.