bluuebunny/crossref_metadata_2025_split huggingface dataset:
ETIKA DAN ESTETIKA MEUDIKEE ANGGOK DI DAYAH DARUL HUDA DESA BAYI KECAMATAN TANAH LUAS LHOKSUKON KABUPATEN ACEH UTARA
Authors: Fitriyawati Erna , Muda Iskandar 
Published: May 2019

ABSTRACT This study discusses the Value of Ethics and Aesthetics Meudikee Anggok In Dayah Darul Huda Bayi Village District Lhoksukon District Luas Aceh. Aims to describe Ethical and Esthetic Value of Meudikee Anggok In Dayah Darul Huda Bayi Village, Lhoksukon Sub-district, Lhokukon District, Aceh. The theory used in this study is the ethical theory of K. Bertens According to K. Bertens The ethical theory according to K. Bertens (1993: 53) that ethics is the conscience (inner life), how to be ethical and good that actually arise from self awareness. Based on the theory of K. Bertens concluded that every human being has experience of the conscience and that experience is the most obvious encounter with morality as a reality, it is difficult to show another experience that is so frankly the ethical dimension of our lives. Hence the experience of the conscience is an appropriate entry point about ethics. Time in use in this study is during (two months), ie from July to September. The location of this research was conducted in Bayi Village, North Aceh District. The population in this study are artists who know about Meudikee Anggok dance, and the sample is Aneuk Dikee (son of Zikir). The research data analysis used is descriptive qualitative, data collecting technique done by obsevasi, literature study, interview, and documentation. Based on the data collected, it can be seen that Meudikee Anggok has been known for a long time. The number of boys who performed Meudikee Anggok at the beginning of choreographer formation was 16 Aneuk Dikee and 4 syeh (radad). Meudikee anggok has ethical values contained in the ethics of movement 1. Respect 2. Saleum. 6. Noble Prophets and 7. Prayers. Aesthetic value that can be observed every movement at 3. Istigfar, 4. Salawat prophets and 5. Qasas. Keywords: Meudikee Anggok Di Dayah darul Huda Deswa Bayi Kecamatan Luas Lhoksukon Kabupaten Aceh Utara,Ethics and Aesthetics.
Analisis Sentimen terhadap Debat Pemilihan Gubernur Jakarta Tahun 2017
Authors: Yanis Rudelvi Yana 
Published: May 2019

The Governor election is one of symbolization momentum of the consolidation of democracy in Indonesia, all the citizen of Jakarta should get to know the candidates who will be the next leader. Debate of the Governer candidate and vice Governer candidate held to know the extent to which the integrity of a candidate,leadership, and the capacity of candidates in run program build a better Jakarta in the future. The implementation of the debate future governors and candidates vice governor these affect the perceptions of will leadership candidate after becoming the governor of Jakarta. The negative and positive sentiment also springing in providing an assessment of three candidate to run for governor and vice governor of DKI Jakarta .The purpose of this research is to know the topics of discussion that will influence the sentiment related to the Debate of Candidates for Governor and vice Governor of DKI Jakarta. This study uses a qualitative approach and documentation data collection methods with the help of software Atlas ti. The process of analyzing and classifying documents use data in the form of text documents taken from detik.com.The data collected is a document containing the 2017 Governor Candidate Debate taken from the first Debate on January 13, 2017, second debate on January 27, 2017, third debate on February 10, 2017. Based on the results of document analysis on detik.com related to the Governor's Candidate Debate and the 2017 DKI Jakarta vice Governor Candidate. classification results show that most opinions are found in the third debate with 151 positive opinions and 145 negative opinions.
Effectivenes of Strengthening Loaded RC Beams with FRCM System
Authors: Blikharskyy Z. , Brózda K. , Selejdak J. 
Published: May 2019

AbstractThe composite materials as FRP (Fiber Reinforced Polymers), which are characterized by benefits resulting from the combination of high strength reinforcement (as carbon, glass, steel or aramid fibers) with synthetic matrix are increasingly used to reinforce existing structures. Reinforcing System as FRCM (Fibre Reinforced Cementitious Matrix), which includes, among others, Ruredil X Mesh Gold System, is much less commonly used. However, the uniform and practical methods for calculating composite reinforced structures are not determined. Especially when considering the real conditions of structure exploitation, which requires further research in this field. In the paper the initial loading level influence on the efficiency of reinforced concrete beams strengthen using system Ruredil X Mesh Gold was investigated.
Simplified Design Equation for Web Tapered - I Sections Using Finite Element Modeling
Authors: Rameshbabu C. , Prabavathy S. 
Published: May 2019

AbstractThe web - tapered I-columns have the capacity to resist the flexural buckling and lateral torsional buckling at a particular location where as in the rest of the member the capacity is lower. There needs a focusing on the nonprismatic members, to find the buckling capacity and standard procedures are to be framed in Indian Code IS 800:2007. This exploratory research explores simulated finite element models covering a total of 60 web tapered column sections having taper ratios (h2/h1) from 1.0 to 3.0 using FEA software ANSYS17.2. With an elaborate Eigenvalue buckling analysis, this research has come up with newer design equation for calculating the buckling load of web tapered I columns. This novel equation could predict the buckling stress for any taper ratio of web tapered I column of any length.
Optimization of Aggregates Supply for Concrete Plants
Authors: Nicał A.K. 
Published: May 2019

AbstractOver the recent years, there is a growing interest in concrete prefabrication. Many of the currently operating concrete plants have implemented systems that increase the quality of manufactured products, have expanded highly automated production lines and have clearly reduced wastes and energy consumption. However, one of the problems often encountered in the construction industry is the inefficient organization of logistics processes. Proper shipments planning of aggregates consisting of the selection of their appropriate quantity and the aggregate stock, corresponding to the needs of concrete plants should contribute to lowering costs. Therefore, it is necessary to carry out the optimization, the aim of which is to minimize costs, as well as to maximize the fulfillment of the degree of expected needs of concrete plants. This paper presents a model that allows purchase strategy optimization of aggregates with different grain size fraction. For research purposes, three separate aggregate stocks and five different concrete plants are considered.
Influence of randomness of buckling coefficient on the reliability index’s value under fire conditions
Authors: Kubicka Katarzyna , Radoń Urszula 
Published: May 2019

AbstractThe paper concerns reliability analysis of steel trusses under fire conditions with taking into account randomness of buckling coefficient, modulus of elasticity’s and yield strength’s reduction factors. To assess the reliability system analysis was employed. The calculations of appropriate standard deviations of random variables were realized in Mathematica program. Two types of trusses were analysed: statically determinate and indeterminate, so respectively serial and mixed system were used. The results, gotten for different levels of coefficients of variation of reduction factors were presented.
Can smoke control become smart?
Authors: Węgrzyński Wojciech 
Published: May 2019

AbstractSmoke control solutions are used to maintain tenable conditions in buildings, enabling evacuation process, rescue operations and reducing the thermal stress on the building structure. For last 50-years the design process of such solutions did not significantly change – a required volumetric capacity is calculated with theoretical and empirical models, and further, mechanical design is prepared to deliver this capacity. In this paper, a new approach – “smart smoke control” is introduced, as a system that adapts the performance parameters based on the momentary measurements of temperature in the building. The system follows the growth and decay of fire in the building, which allows optimization of its mechanical parameters, and provides substantial increase in the performance. This paper provides a discussion on traditional and new concepts in smoke control, and defines areas, in which a paradigm shift must occur, to enable widespread adoption new and more efficient solutions. The paper does also refer to previous proof of concept studies, presenting the preliminary assessment of the performance of a smart smoke control system.
Numerical Models for the Evaluation of Natural Vibration Frequencies of Thermo-Modernized Building Walls
Authors: Kuźniar K. , Zając M. 
Published: May 2019

AbstractAs a result of the necessity to improve energy properties of prefabricated buildings, their thermo-modernizations are performed. In the paper various approaches to the modelling of prefabricated load bearing walls before and after thermo-modernization are presented. Simple one layer models with extra mass from ceilings and equivalent stiffness as well as multilayer ones are taken into consideration using the finite element method software. Values of the natural frequencies of the wall horizontal vibrations calculated using the various models, are compared. It was proved that even the very simple model with equivalent stiffness allows to compute natural vibration frequencies of wall with acceptable accuracy for engineering practice.
Properties of Asphalt Concrete with Basalt-Polymer Fibers
Authors: Radziszewski P. , Sarnowski M. , Plewa A. , Pokorski P. 
Published: May 2019

Abstract
Asphalt mixtures are commonly used for the pavement construction for national roads with a high traffic load, as well as local roads with low traffic load. The constructions of local road pavement consisting of thinner, more flexible layers located on less stable subbase than the pavement of national roads, require reinforcement with asphalt layers characterized by increased fatigue life. Technologies that allow quick repairs and reinforcements, while improving the durability of the road pavement are being sought. Such technologies include the use of modifications of asphalt mixtures with special fibers. The paper presents the results of investigations of the properties of asphalt mixtures modified with innovative basalt-polymer fibers FRP. On the basis of the obtained test results according to the Marshall method, stiffness modulus and fatigue durability, the technical properties of asphalt mixtures with FRP fibers addition were improved. This technology significantly increases the fatigue life of asphalt concrete dedicated for repairs and reinforcements of road pavements.
Numerical Verification of the Wooden Structure of Fortified Settlement from the Early Iron Age in Biskupin
Authors: Terlikowski Wojciech , Gregoriou-Szczepaniak Martyna , Sobczyńska Ewa , Wasilewski Kacper 
Published: May 2019

AbstractBiskupin is one of the most recognizable archaeological site in Pola1nd and Central Europe. The origins of the excavations dates back to year 1934 and had lasted almost continuously until 1974. In the framework of the grant from the Ministry of Culture and National Heritage interdisciplinary team of scientists from Archaeological Museum in Biskupin and Warsaw University of Technology performed multi-dimensional analysis of the settlement. Based on the integrated vector documentation, resulting from the photographic documentation, numerical models of structural systems of main types of buildings and defensive rampart were prepared. The aim of the analysis was a verification of the earlier findings of archaeological and architectural researches. The analysis allowed to verify both the arrangement of individual parts of structure of buildings, their work and the interconnection, as well as the possible dimensions of the individual components.
Validation of the cone penetrometer suitability for determining the state of soil
Authors: Maślakowski M. , Brzeziński K. , Zbiciak A. , Józefiak K. 
Published: May 2019

AbstractThe subject matter of this paper is assessment of the suitability of a dynamic cone penetrometer for determination of the state of soil. The principle of operation of the dynamic cone penetrometer, similar to commonly used DPL penetrometers, is described in the paper. Next the results of investigation conducted in Poland using a new dynamic cone penetrometer are presented. A series of measurements were performed in real field conditions. An attempt was made to correlate the results obtained with the dynamic and static cone penetrometers (CPT) respectively. These correlations were then subjected to validation to obtain a preliminary evaluation of the suitability of the dynamic cone penetrometer for determining the state of soil.
Analysis of the Barrette Load Investigation of the Tallest Building in European Union
Authors: Kacprzak G. , Bodus S. 
Published: May 2019

AbstractThe paper presents a static load test of a pile with the largest vertical load in Poland to-date up to the force of 23000 kN. The test was performed in the centre of Warsaw on the construction site of a future high-rise building to be the tallest building in European Union. The designed building height measured from the ground level is 310 meters including an 80-metre mast. The foundation of the building was designed as a Combined Piled Raft Foundation (CPRF) utilising the barrettes and diaphragm walls technology. The test was carried out on barrettes with lengths of approx. 28 and 34 m and was aimed to estimate the stiffness (load-settlement relation) of the designed 17.5 metre-long barrette situated below the foundation level. In addition to that a series of extensometric sensors was placed inside the barrette to determine the distribution of the axial force.
On Mathematical Descriptions of Uncertain Parameters in Engineering Structures
Authors: Pełczyński J. 
Published: May 2019

AbstractCivil engineering is one of the many fields of occurrences of uncertain parameters. The present paper in an attempt to present and describe the most common methods used for inclusions of uncertain parameters. These methods can be applied in the area of civil engineering as well as for a larger domain. Definitions and short explanations of methods based on probability, interval analysis, fuzzy sets, and convex sets are presented. Selected advantages, disadvantages, and the most common fields of implementation are indicated.An example of a cantilever beam presented in this paper shows the main differences between the methods. Results of the performed analysis indicate that the use of convex sets allows us to obtain an accuracy of results similar to stochastic models. At the same time, the computational speed characteristic for interval methods is maintained.
The Classification of Mechanical Models of Road Pavements
Authors: Nagórski R. 
Published: May 2019

AbstractA review of mechanical models of road pavements in the form of a proposal of classification of these models is presented. It is assumed an autonomy of the following elements of pavement model: the models of structural layers, the subgrade model, the interlayer bonding models, including bonding of pavement structure with its subgrade, the models of external impacts on pavement layers, including load of heavy traffic, the models of pavement environment impacts on structural layers’ borders (lateral) and subgrade borders (including the lower one) – according to the selected criteria such as structural criterion, material criterion (physical criterion), dimension criterion and model scope (purpose) criterion − in the frame of assumptions of the classical Newtonian deterministic mechanics. The presented attempt to classify mechanical models of road pavements supports to orientate the roadmen community within a scope of the mechanistic modelling of these structures.
Static and Dynamic Parameters of Railway Tracks Retrofitted With Under Sleeper Pads
Authors: Kraśkiewicz C. , Zbiciak A. , Oleksiewicz W. , Karwowski W. 
Published: May 2019

Abstract
The paper presents results of the laboratory tests made for the prototype resilient under sleeper pads in the Warsaw University of Technology laboratory unit. These pads are dedicated to reduce vibrations transmitted to the vicinity of the railroad and to improve the resistance of the railroad structure. The laboratory testing program was carried out for elastomeric materials (polyurethane and rubber based) due to the PN-EN 16730 standard. The obtained values of the key parameters were used in order to determine the insertion loss vibration level by applying analytical method. The paper presents the influence of selected parameters i.e. static and dynamic moduli on the reduction of vibration and structure-borne sound level.
Influence of Bond Behaviour of Flexural GFRP Reinforcement on Failure Mechanisms in Beams Without Stirrups
Authors: Kaszubska M. , Kotynia R. 
Published: May 2019

AbstractThe aim of the paper is to investigate the shear failure mechanisms in T-shape, single span and simply supported beams exclusively reinforced with longitudinal glass fiber reinforced polymer (GFRP) bars. Usually the critical shear crack in RC beams without stirrups develops through the theoretical compression strut reducing the shear strength following the shear failure. The main parameter affecting the crack pattern and the shear strength of the beams is the shear slenderness. However, the test results presented in the paper indicated the new arching effect due to the bond losing between the GFRP flexural reinforcement and concrete. This failure mode revealed unexpected critical crack pattern and failure mode. The research of concrete beams flexurally reinforced with GFRP bars without stirrups indicated two failure modes: typical shear-compression and a new one leading by the bond losing between the ordinary reinforcement and concrete.
Effect of manure amount and improved application technique at corm burial on the propagation of enset (Ensete ventricosum) suckers
Authors: Bosha Abraham , Dalbato Abitew Lagibo , Tana Tamado , Mohammed Wassu , Tesfaye Bizuayehu , Karlsson Laila M. 
Published: May 2019

Abstract

Ensete ventricosum (enset) has been cultivated in Ethiopia since ancient times. It is a multipurpose, drought tolerant and food security crop. When burying enset corms for vegetative propagation, manure is usually placed on the soil surface. However, there is no research-based evidence to justify this practice. We hypothesised that enset sucker production would be enhanced by placing manure in the corm burial hole. We tested this hypothesis, investigated manure application rates per buried corm and tested the effect of supplying a small amount of inorganic fertilizer. Three enset cultivars (Endale, Gewada and Yanbule) were used. Ninety corm halves were buried in separate holes (N = 3), resulting in 1,389 individually recorded suckers. There were significantly more suckers and a larger total biomass when manure was placed with the corm than when spread on the top of the soil, thus corroborating the main hypothesis. The number of suckers and the biomass increased with increasing amounts of air-dried cow manure up to 4.0 kg DW per burial hole, while the size of the three largest suckers per buried corm increased further with 6.0 kg DW of manure. Supplying a smaller amount of manure (2.0 kg DW) or equal nitrogen amount from inorganic fertilizer increased the production, compared to the treatment with no fertilizer. In conclusion, we recommend that farmers should ideally bury the corm with 7-11 dm3 of air-dried pulverized manure, thoroughly mixed with field soil; if manure is in short supply, burying even a small amount of it with the corm is beneficial.
Advancing the quality of care and nursing practice through emancipatory reflection
Authors: Yu Hong-Jing , Ling Dong-Lan , Hu Jia-Le 
Published: May 2019

Abstract
Reflection is a fundamental skill of health-care professionals and plays an important role in ensuring the quality of care in health-care practice. It is believed that undertaking reflection in practice can help nurses develop an awareness of a sense of personal power and agency, cultivate their critical thinking ability and help them promote their professional development. However, reflection has not been introduced widely as a nursing curriculum in China, and literature shows that some clinical nurses lack critical thinking skills and critical reflective practice skills by reason of not receiving systematic education on reflection when they were at nursing college. Therefore, we present a series of seven articles focused on prevalent and interesting practice-based events to reflect on in this special issue. The main aim is to disseminate reflective methodology and techniques and present examples of reflective writing for nurses. It is expected that these articles will help to lead Chinese nurses to adopt critical emancipatory reflective processes to bring about transformative actions.
Emancipatory reflection on a nursing practice-based ethical issue about nurses’ paternalistic decision-making for patients
Authors: Tang Lian-Lian 
Published: May 2019

Abstract

Objective
This study aimed to demonstrate and promote the skill of critical emancipatory reflection through reflecting on a nursing practice-based ethical issue about nurses’ paternalistic decision-making for patients. Meanwhile, critical awareness will be developed and the underlying issues of paternalism in nursing decision-making will be analyzed. Then, by applying the procedure, improvement in nursing decision-making practice will be expected.

Methods
Taylor’s model of emancipatory reflection with four steps, including construction, deconstruction, confrontation, and reconstruction, is utilized to guide the author’s reflection.

Results
Guided by the socialization theory, the author’s personal and professional socialization is seen to be associated with the formation of the value of paternalism. The theory of reflexivity is applied to unearth the related issues, including deeper personal value, work environment, as well as historical and cultural contexts. Moreover, the power derived from policy, work relationship, and nursing administration, which could induce paternalism in the author’s nursing decision-making practice, was critically debated using the hegemony theory. Finally, new insights into paternalism will be achieved, which enable change in terms of how to facilitate patients’ autonomous decision-making.

Conclusions
The process of refection makes it clear that respecting patients’ right and performing patient-centered caring are the bases to change the paternalism existing in the nursing decision-making practice currently. The reconstruction step assists the author in terms of how to value the patients’ autonomy and balance patients’ safety and choice, rather than being overprotective; carry out risk assessment, and search for strong evidence to counterbalance the positive and negative aspects of risk-taking; communicate with patients appropriately in a manner that they can comprehend; spend more time to explore patients’ preference and choice; make every effort to elevate the patients’ decision-making capacity; implement patient-centered care and shared decision-making in nursing practice; consult with other colleagues and obtain the required support when limitations or challenges exist; try to justify and avoid hidden paternalism behind policy or guidelines; deal with the power in hand well and fairly; and also positively face the powers that constrain the author.