bluuebunny/crossref_metadata_2025_split huggingface dataset:
The Influence of Parents Economic Level And Motivation On Mathematics Learning Outcomes
Authors: Sodikin Sodikin 
Published: December 2023

This research aims to determine the influence of parents' economic level and student motivation on mathematics learning outcomes in private vocational school students in Indramayu Regency. This research uses quantitative research methods with correlational survey research techniques. The analysis technique used in this research is path analysis. The population is all class X vocational school students in Indramayu Regency. The sample in the research was 50 students. The results of the research prove that there is an insignificant direct influence of the economic level of parents on mathematics learning outcomes which is proven to obtain a sig value of 0.078 > 0.05 with tobs 1.804, there is an insignificant direct influence of motivation on mathematics learning outcomes. with a sig value of 0.866 > 0.05 with a tobs of 1.70 and there is a significant direct influence on the economic level. parents' influence on motivation is proven by a sig value of 0.010 < 0.05 with a value of tobs 2.663 and there is an insignificant direct influence on economic level. parents on mathematics learning outcomes through. motivation as evidenced by tobs 0.498 < ttable. 1.677. The results of the research can be used as input to vocational school level teachers, especially mathematics teachers, to always motivate students and provide learning support so that they can optimize student learning outcomes.
The effects of thoracic mobility versus lumbopelvic stabilization exercises on lower extremity flexibility, dynamic balance and proprioception in patients with chronic ankle instability
Authors: Takındı Ecem Nur , Çil Elif Tuğçe 
Published: December 2023

BACKGROUND: Chronic ankle instability (CAI) presents neuromuscular control and functional performance difficulties. Although ankle-focused rehabilitation is widely practised, the relative effects of exercises targeting thoracic mobility and lumbopelvic stabilization in addressing CAI have not been thoroughly investigated. OBJECTIVE: The study aims to compare the effects of thoracic mobility and lumbopelvic stabilization exercises in patients with CAI. METHODS: The study was designed as a prospective randomized controlled clinical trial. A total of 30 participants (mean age [Formula: see text] 31.93 [Formula: see text] 7.31; 21F/9M) who scored 27 points or on the Cumberland ankle instability tool voluntarily were enrolled in the study. The participants were randomly divided into two groups. In addition to the rehabilitation protocols, each participant was given a home exercise program, including ankle-strengthening exercises (3 times a week). The first group trained with thoracic mobility (TM), while the second group did lumbopelvic stabilization (LS) exercises under supervision twice a week for eight weeks. Participants’ pre and post-treatment assessments spanned an 8-week rehabilitation period, during which ankle and hip joint range of motion measurements were obtained using an electronic goniometer. Additionally, dynamic balance was assessed through the Y balance test, while ankle proprioception was evaluated using joint position sense measurements. The flexibility was assessed with an active straight leg raise test. RESULTS: Y balance, CAIT, and active straight leg raise test scores were improved in the eighth week in the thoracic mobility group ([Formula: see text] 0.05), while only active straight leg raise test and CAIT scores were significantly different in the lumbopelvic stabilization group ([Formula: see text] 0.05) according to intra group variables. In comparing the post-treatment scores between the groups, the thoracic mobility group had superior results in the joint position sense test for the right side of the hip and plantarflexion. (hip; TM: 70.71 [Formula: see text] 6.80, LS: 68.76 [Formula: see text] 5.50, plantarflexion; TM: 44.24 [Formula: see text] 7.28, LS: 38.30 [Formula: see text] 5.08). CONCLUSION: The findings suggest that while both interventions are effective in addressing various aspects of ankle instability, the thoracic mobility exercises may offer additional benefits, particularly in enhancing joint position sense, thereby providing valuable insights for the optimization of rehabilitation protocols for individuals with chronic ankle instability.
Assessment of the impact of a high-rise building on the stress-strain state of the foundation and structures of existing buildings in dense development
Authors: Nosenko Viktor , Bondareva Liudmyla , Khoronzhevskyi Максим , Kashoida Ostap 
Published: December 2023

One of the most progressive problems of modern urban planning is the gradual decrease in areas suitable for construction, especially within the historical districts of cities. This prompts developers to increasingly develop sites in difficult engineering and geological conditions, which are often located within dense buildings.
Today, the construction of multifunctional residential complexes combines the construction of high-rise residential sections and commercial real estate buildings with multi-level parking lots, which are often located in close proximity to each other. Often, the sequence of construction of these buildings is stretched over years or even decades, for example, due to an unfavorable economic climate or the instability of the political situation in the country, which leads to the commissioning of only certain stages of construction. The subsequent resumption of construction work requires taking into account the mutual impact of new construction and observations of previously constructed buildings during the construction of new structures.
The execution of deep pits at the stage of laying the foundations of new buildings, as well as the substantial weight of high-rise buildings, causes a change in the stress-strain state of the adjacent soil massif, so designers face the task of determining the impact of such construction on the adjacent buildings.
This article presents the results of a study of the change in the stress-strain state of load-bearing structures and foundations an existing building, taking into account the mutual impact of an adjacent high-rise section of a residential complex.
The calculations were performed in two independent software systems Plaxis 3D and LIRA-FEM, in the spatial formulation of tasks, for a comprehensive assessment of the SSS of the system "soil base-foundation-superstructure".
The zone of impact of new construction on the adjacent buildings, the values and character of additional displacements of foundations of adjacent structures are determined. The regularities of changes in the calculated forces in piles are shown, which indicate a decrease in axial forces in piles up to two times at the interface with the foundations of the new building and an increase in the load on the piles of the central zone by up to 17%. The obtained results show a tendency to redistribute stresses in the foundation slab from the bearing zones to the span zones, as well as in the bearing vertical structures of the lower floor of the existing building.
The influence of the parameters of engineering protective structures on the effectiveness of their use in densely built-up territory
Authors: Ruchkivskyi Vitalii 
Published: December 2023

A study of the influence of application of an engineering protective screen made of small-diameter driven piles on the existing building deformations, caused by the arrangement of the pit fence made of bored piles, was carried out. The study was carried out with the help of numerical modeling using the method of finite elements, which allowed to display the work of the system "soil base - engineering protective structures - the foundation of the existing building" with different parameters of the protective screen. The influence of the following parameters is shown:
1) the depth of laying the protective screen L in relation to the depth of the compressible soil zone (Hst).
2) the position of the protective screen between the retaining structures of the pit and the existing building.
3) rigidity of the screen – the ratio of the step to the diameter of the piles of the engineering protective screen.
4) the distance between the existing building and the pit in relation to the depth of the enclosing structures of the pit of the new construction.
The tasks were modeled in a spatial arrangement with the task of the system "soil base - enclosing constructions of the pit - protective screen - foundations of the existing building". The soil environment was modeled using the Hardening Soil Model. The calculation was carried out in stages.
The variation of the parameters of the protective screen was carried out for the historical building, which in most cases was made according to a rigid wall construction scheme with strip foundations.
The foundation depth is 1.2 - 3.0 m and the foundation width is 1-2 m. The average pressure under the foundation is 150-250 kPa.
The rational depth of the foundation and the position of the protective screen between the existing building and the pit of the new construction were established.
The area of effective application of the protective screen was revealed, depending on the distance between the building and the pit fence.
The effective stiffness is established depending on the change in the relative distance between the poles of the protective screen.
PREREQUISITES FOR THE CREATION OF A SINGLE STUDENT QUARTER WITHIN THE BOUNDARIES OF DIEDRICHSON, MECHNYKOVA, NISHCHINSKY AND DYUKIVSKA STREETS
Authors: Ovsyankin Oleksandr , Nosal Stepan 
Published: December 2023

The possibility of renovating the student quarter by creating common spaces while addressing the existing problems of the territory of the initial mortgages is being considered. The main idea is: the creation of a single campus on the basis of current student communities in the world. Implementation of new functions in the territories of the initial buildings, competent development of the local-planning structure with additional renovation and rehabilitation of the territory, leading to an influx of foreign students, which will become a business card for institutions. The article presents the specifics of the design and renovation of the student quarter, identifies the main problems of the quarter and their solutions, as well as the identified advantages of the historical student quarter. The applications of Campus projects are brought to light.
The aim of this work is to create a United Campus based on the example of modern campuses around the world. To create additional pedestrian connections between streets and provide visitors to educational institutions with open spaces for recreation and work. To create a single space that is favourable for finding and learning. To give a new and modern look to educational institutions that will contribute to the development of the surrounding areas. To attract the attention of future students and teachers.
The implementation of the Single Campus idea can also improve the prestige of educational institutions, increase their competitiveness. Overall, the merger of educational institutions into a Single Campus can have a positive impact on the learning environment, promoting synergy, innovation and societal development.
RELATIONSHIP BETWEEN NATIONAL IDENTITY AND EXTERNAL INFLUENCES IN ARCHITECTURE AND ART (EXAMPLE OF CHINA, ALGERIA AND LIBYA)
Authors: Dmytrenko Andrii , Ivashko Oleksandr , Haraborska Yulia 
Published: December 2023

The topic of the research is devoted to the combination of national traditions and external borrowings in the architecture and art of the cultures of North Africa and the Far East. On the example of the historical sites of Shaanxi province and the Dunhuang cave temple complex in China, it is possible to trace how borrowed architectural and artistic traditions were gradually modified in local conditions. On the example of Shaanxi province, it can be noted how the construction of a type of multi-tiered Buddhist pagoda borrowed from India gradually came to naught, instead, in the Late Dynastic periods, the construction of temples of traditional Chinese religions / philosophical teachings – Taoism and Confucianism – was intensified. Examples of ancient mosques in Xi'an, the capital of Shaanxi province, whose appearance and decorative decoration are identical to temples of traditional Chinese religions are illustrative.
A study of the architecture of Northeast Africa (the so-called Maghreb region) showed that the Maghreb tower-type minaret was the most resistant to changes and external borrowings: it is even found in mosques of the Ottoman period. The multiculturalism of Libya has led to the fact that mosques of fundamentally different types are simultaneously present within the country, each of which embodies the architectural preferences of a certain ethnic group of the population and is adapted to the natural and climatic conditions of a particular region. The same situation is observed in the case of mosques in Algeria.
The greatest impact of local traditions on the transformation of external borrowing is observed in China. In Algeria and Libya, more remote regions were the most protected from external influences, on the other hand, the phenomenon of multiculturalism is observed in the coastal territories.
THE PROBLEM OF RELIABILITY OF GEODESIC NETWORKS
Authors: Gladilin Valeriy , Maznitskij Anatolij , Siroshtan Tatiana , Sviderska Tetyana , Gamalij Irina , Shudra Natalia , Chulanov Petro 
Published: December 2023

Nowadays, the theory of reliability is widely used in the construction industry, and it is also used in the field of geodesy. By abstracting its position, it can be successfully transferred to systems that, it would seem, are not in a dynamic state. Let's take, for example, the points of the polygonal (leveling) network in the city. It would seem that such a network is in a static state, but over time it undergoes changes, that is, it is in imperceptible dynamics and its reliability gradually decreases.
Reliability in the broadest sense of the word means the ability of a technical device (system, network) to operate without interruption (failure) for a given period of time under certain conditions. Such a period of time is usually determined by the time of execution of some task, which is carried out by the device or system and is part of the general operational task.
Currently, the problem of reliability is becoming one of the central problems of engineering and management organization. Ensuring the reliable operation of all system elements is of primary importance.
The modern interpretation of the term "reliability" in geodesy is associated with Baard's reliability theory, according to which reliability is defined as "the ability of the network to self-monitor against gross errors [1]. One of the indicators of reliability is the minimum amount of gross error that can be detected after statistical analysis of the corrections obtained after equalization. On this path, many difficulties arise, most of which remain unsolved, namely the impossibility of localizing a gross error, quantitative assessment of reliability, methods of designing reliable geodetic networks. The unsatisfactory state of reliability theory limits its practical application, but at the same time, the problem of product reliability is the main one in modern production and its importance is growing all the time. In this regard, there is an acute problem in highlighting new views on solutions to this problem in the field of designing and creating geodetic networks.
A new scheme for constructing the theory of reliability of geodetic measurements is proposed. Its basis is a probabilistic determination of reliability, a system of tolerances, and methods of localizing gross errors. Reliability is defined as a probabilistic measure of the homogeneity of measurements that have passed control. Quantitative reliability is estimated by three indicators: differential, integral and the minimum gross error. The Neumann-Pearson criterion is recommended for establishing tolerance. This theory makes it possible to design geodetic networks with a given reliability.
SEARCH OF OPTIMAL SPATIAL PARAMETERS FOR GEODETIC DELINEATION OF MOTORWAY INTERCHANGES WITH BRAKING TRANSITION CURVES
Authors: Lapytskyi Ihor , Bondar Svitlana , Kuzmych Oleksandr , Gulyaev Yuriy , Tsykolenko Olena 
Published: December 2023

The most widespread grade-separated road junction — cloverleaf interchange — is a complex engineering structure, in which all the parameters and limitations of the plan and longitudinal profile must be coordinated with each other. The goals of the analysis: traffic safety, technical and economic indicators of the movement of transport units, the compactness of left-turn and right-turn exits and, as an additional, but extremely important aspect, the minimization of the area occupied by the entire transport structure, which is very important in tight urban conditions.
First, let's emphasize that the trajectories of cars at the intersection must correspond to their real variable speeds on left-turn exits, since this is traffic on curves of small radii. In our previous studies, it has been experimentally proven that cars entering a left-turning exit reduce their speed, and conversely, when leaving the exit, their speed increases. Therefore, it is necessary to use braking curves as transition curves of left-turn exits, and not clothoid curves, which are often used, and which are designed for constant speed of movement.
Some braking transition curves designed for variable speed are also used in traffic junctions [4]. But, analyzing these curves, we came to the conclusion that they do not meet the classical purpose of the transition curve, namely, they do not provide the necessary radius at the end of the curve, which is equal to the radius of the circular insert for a smooth transition from a transition curve to a circular curve. This leads to dangerous moments of the car's movement at the junction of the transition and circular curves.
Therefore, we previously derived the formulas of refined braking transition curves that meet the requirements of the radii of classical transition curves [1, 2]. In addition, it later turned out that these refined transition curves have, as an additional effect, the property of reducing the area occupied by the left-turn exit, as shown in Fig. 1.
We offer a method for optimizing the spatial parameters of cloverleaf interchanges with refined braking transition curves.
ARCHITECTURAL AND PLANNING ORGANIZATION OF SHELTERS FOR HOMELY ANIMALS
Authors: Kardan Khrystyna , Obynochna Zoriana 
Published: December 2023

The article deals with the architectural and planning organization of a modern shelter for homeless animals (pets). A brief history of the emergence of shelters for animals is presented, as well as practical recommendations for planning, functional content, location and options for materials that can be used in the construction of such facilities are presented. The highlighted results of the conducted sociological survey make it possible to see which aspects of the shelter are important for future visitors and potential adopters, how many people are ready to take an animal from the shelter, as well as what should be paid attention to when designing a shelter for pets. The presented practical recommendations can help both when designing a new shelter for animals and when reorganizing an existing structure.
Animals and pets are living creatures that need a place to live. In many countries, special buildings are being built for animal shelters. When creating new projects of shelters, it is necessary to take into account many factors that affect animals and ensure their comfort. It is important not only to popularize among people the understanding that animals are living creatures that have their own needs and emotions, but also at the state level to encourage those who want to and prepare the ground for the creation of the latest shelters for animals that would at least partially satisfy such a great need for them.
And in order to build comfortable and multifunctional shelters for animals, a complex architectural approach to the design and construction of such facilities is necessary. Consider all aspects and needs of animals, staff and visitors. Use high-quality materials and functional design solutions that will make the shelter animals and staff work safer and more comfortable.
MODERN APPROACHES OF DEVELOPMENT COMPANIES TO THE CONCEPT OF RESIDENTIAL BUILDING OBJECTS
Authors: Kishchenko Tetiana 
Published: December 2023

The article examines the modern approaches of development companies to the concept of residential construction objects, due to the awareness of the need to adapt residential buildings to the new realities of wartime. A study of the concept of a residential construction object was conducted as a specification of the appearance of the future object, which is being developed in order to organize all external factors that affect the formation of the object of the urban environment: the cultural and architectural code of the city or district, the interests and goals of the investor, opportunities modern construction technologies, convenience, comfort and compliance with the expectations of the end user. The meaning of the concept is revealed as one of the most complex, important and responsible aspects of the development company's activity. The goal of developing a relevant, popular and modern concept for the formation of a future housing construction object was established. The main constituent elements of the housing object concept are considered.
Special attention is paid to the experience of Israel, which, in order to adapt to life in a state of war, had to create a construction concept that corresponds to their harsh realities, and this is also relevant for Ukraine today. The main principles of the approach of Israeli specialists to the problem of protection, based on many years of experience of living under shelling, are considered. The factors that hinder the quick, professional response of legislators, developers, and builders with appropriate changes in the norms and rules of the construction of buildings and structures to the dangerous challenges of war in Ukraine are given and analyzed.
It is proven that development companies, realizing the need to adapt housing construction objects to new realities, changing their approaches to housing construction, are obliged to contribute as much as possible to the creation of modern, comfortable and safe spaces for residents, which should be reflected in every point and section of the concept object of residential construction.
It was noted that the philosophy of modern development is a safe, comfortable space for the residents of the house.