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    <dc:date>2026-04-11T02:14:23Z</dc:date>
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  <item rdf:about="http://srd.pgasa.dp.ua:8080/xmlui/handle/123456789/11593">
    <title>Основні вимоги до якісного оформлення наукових публікацій</title>
    <link>http://srd.pgasa.dp.ua:8080/xmlui/handle/123456789/11593</link>
    <description>Название: Основні вимоги до якісного оформлення наукових публікацій
Авторы: Євсєєва, Галина Петрівна; Yevsieieva, Halyna; Савицький, Микола Васильович; Savytskyi, Mykola
Краткий осмотр (реферат): UK: Розкрито найхарактерніші помилки, які притаманні початківцям, що необізнані або мало обізнані з державними вимогами, котрі зафіксовані в державних стандартах, щодо оформлення результатів наукових досліджень.; EN: Raising of problem. Scientific and technical activity, on determination of Law on scientific and technical activity, that presently is on a discussion in the committees of supreme soviet of Ukraine, − intellectual creative activity sent to the receipt and use of new knowledge in all industries of technique and technologies. Her by basic forms (by kinds) research, дослідно–конструкторські, project–designer, technological, to the search and project–searching works, making of pre–production models or parties of scientific and technical production, and also other works related to taking of scientific and scientific and technical knowledge to the stage of their practical use.&#xD;
&#xD;
Among the first steps in this direction for young scientists there is promulgation ( public approbation) of own in–practical researches, that comes true, as a rule, through publications in scientific professional magazines.&#xD;
&#xD;
The aim of the article is to expose the most characteristic errors, what inherent to the beginners, that uninformed or small well–informed with state requirements About it already it is not small written in scientific literature [2–3; 15; 24], but we would like to be stopped for violations that is related exactly to the state standards in this sphere.&#xD;
&#xD;
Conclusion. Every researcher aims to take the results of the labour to the reader. Preparation of publication is a process individual. One consider a necessity only shortly to describe research motion and in detail to expound end–point. Other researchers gradually enter a reader in the creative laboratory, light up the stage after the stage, thoroughly expose the methods of the work. Lighting up all research process from creative intention to his final stage, lining results, formulating conclusions and recommendations, a scientist exposes complication of creative searches. In our view, main in this individually–creative process to adhere to the certain in general lines norms, that scientific work became accessible and clear to all interested persons. Observance of the above–mentioned standards and requirements and will give a just the same result to you.</description>
    <dc:date>2014-08-01T00:00:00Z</dc:date>
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  <item rdf:about="http://srd.pgasa.dp.ua:8080/xmlui/handle/123456789/11592">
    <title>Ревіталізація — екологічна реконструкція міської забудови</title>
    <link>http://srd.pgasa.dp.ua:8080/xmlui/handle/123456789/11592</link>
    <description>Название: Ревіталізація — екологічна реконструкція міської забудови
Авторы: Савйовський, Володимир Вікторович; Saviovskyi, Volodymyr; Броневицький, Андрій Петрович; Bronevytskyi, Andrii; Каржинерова, Олена Григорівна; Karzhynerova, Olena
Краткий осмотр (реферат): UK: Висвітлено унікальний досвід реконструкції споруд Віденських газгольдерів під цивільні об’єкти. Наведено поняття «ревіталізації» промислових будівель та розглянуто структуру комплексу будівельних робіт.; EN: In the modern, global and domestic practice is widespread process of reconstruction of industrial buildings and structures in objects civilian purposes. In the scientific and technical literature, this process is called — revitalization of industrial buildings. Revitalization (from Lat. Re — restoration, vita — life) — the revival, restoration and revitalization of urban space [1]. With the revitalization of the complex of works, which provides for the preservation of architectural buildings account of the creation of domestic content and interiors engineering and technological equipment, according to modern standards and requirements. In the case of reconstruction of architectural or historic sites are usually retain their foreign authenticity and expressiveness. The main task of revitalizing the reconstruction of industrial buildings and areas around them for socialization space, improve infrastructure, promote tourism, recreation, sports, environmental improvement.&#xD;
&#xD;
Revitalization of industrial buildings former gas tanks under civilian objects — has become a unique example of ecological reconstruction Megacities. "Old" buildings were not only an updated look, but also received a new attractive destination.&#xD;
&#xD;
The experience of construction work in the revitalization of industrial buildings, evidence of their multifaceted characteristics. Above, a significant amount of construction work was completed within three years. Considering the uschilnenist area and inside stysnennist works, the term indicates a high efficiency adopted organizational and technological solutions. Analysis of the experience points to the direction of rational options for construction works and contributes to the development of effective solutions revitalization of industrial buildings.</description>
    <dc:date>2014-08-01T00:00:00Z</dc:date>
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  <item rdf:about="http://srd.pgasa.dp.ua:8080/xmlui/handle/123456789/11591">
    <title>Методика проектування конструкцій каркасу будівель з ЛСТК</title>
    <link>http://srd.pgasa.dp.ua:8080/xmlui/handle/123456789/11591</link>
    <description>Название: Методика проектування конструкцій каркасу будівель з ЛСТК
Авторы: Зінкевич, Оксана  Григорівна; Zinkevych, Oksana
Краткий осмотр (реферат): UK:Наведено методику раціонального проектування конструкцій каркасу з ЛСТК з урахуванням їх взаємодії з обшивкою. Враховані особливості визначення несучої здатності елементів каркасу, що розкріплені листами малої жорсткості через податливі з’єднання, та оцінки НДС утвореної такими елементами системи діафрагм, що забезпечують просторову жорсткість будівлі.; EN: Framings from lightweight steel thin–wall constructions (LSTC) are used for erection of low–rise buildings and superstructures in many cases. In such building structures based on the LSTC framing (walls and floors) are used low rigidity sheathings (OSB, gypsum board, etc), which increase their carring ability and spatial rigidity.&#xD;
&#xD;
At the same time, due to spring stiffness of frame–sheathing connections, building codes restrict an opportunity of sheathing work accounting and, as a consequence, more efficient use of element cross–sections. In addition, enough challenge is accounting of considered building elements interaction for estimation of their spatial rigidity.&#xD;
&#xD;
Investigation of the features of “framing–spring stiffness connections– sheathing” system, where the sheathing carries out two structural functions: frame elements bracing (reduction of effective length and exception of certain form buckling) and to ensure the rigidity of structures (walls, floors) and the frame as a whole, will allow to form the technique of rational design of the LSTC framing building.&#xD;
&#xD;
The purpose of this work is to obtain a general algorithm of rational design of LSTC framing constructions in view of their interaction with low rigidity sheathing, using presented in the available sources and received in own work data.&#xD;
&#xD;
The main task of rational design technique is to reduce the cost of building frame. It includes the following steps:&#xD;
&#xD;
1) development of space–planning decisions (considering the possibility of adjustments to reduce the cost of construction);&#xD;
&#xD;
2) assignment of frame element parameters (single element constructive decisions, their connections);&#xD;
&#xD;
3) calculation of frame structural elements (accounting sheathing work);&#xD;
&#xD;
4) estimation of the accepted frame structure rigidity under the lateral forces; adjustment constructive or space–planning decisions at default of frame rigidity conditions;&#xD;
&#xD;
5) estimation of building frame cost based on the accepted space–planning and constructive decision;&#xD;
&#xD;
6) variation of the space–planning and constructive solution parameters in possible margines; reassessment of the cost;&#xD;
&#xD;
7) comparison of costs; adoption of space–planning and design solution with minimal costs for erection of the building.&#xD;
&#xD;
Calculation of frame structural elements and estimation of LSTC building frame spatial rigidity are carried out with accounting of their interaction with a low rigidity sheathing.</description>
    <dc:date>2014-08-01T00:00:00Z</dc:date>
  </item>
  <item rdf:about="http://srd.pgasa.dp.ua:8080/xmlui/handle/123456789/11590">
    <title>Современные представления несущей способности забивных свай (по результатам погружения и работе, свай в грунте)</title>
    <link>http://srd.pgasa.dp.ua:8080/xmlui/handle/123456789/11590</link>
    <description>Название: Современные представления несущей способности забивных свай (по результатам погружения и работе, свай в грунте)
Авторы: Моторный, Антон Николаевич; Motornyi, Anton; Моторный, Николай Антонович; Motornyi, Mykola
Краткий осмотр (реферат): RU: Рассматривается вопрос формирования отказа забивной сваи. Делается предположение что отказ сваи — это деформация слоя грунта расположенного под формирующимся уплотненным ядром от сплошной мгновенной нагрузки, передаваемой через подошву уплотненного ядра от удара молота по голове сваи. Дается предложение определения отказа сваи по условию энергетического равновесия — формирования энергии удара молота и ее израсходование на погружение сваи.; EN: The issue of the formation of denial of driven piles is discussed. It is assumed that the pile denial is the deformation of the soil layer located below the forming firm zone under the continuous instantaneous load transmitted through the soles of the firm cores from the blow of the hammer on the head of the pile. Propose to define the pile denial under the condition of energy balance — the formation energy of the hammer blow, and its expenditure on the submerged piles.&#xD;
&#xD;
It is given the ground for the formation of the optimal distances between the axes of the piles in the bunch and a pile field. It is specified the while crossing compacted zones overcrowded ground moves in the slit formed around the pile shaft, which eliminates the transmission of pressure on the side surface of the pile shaft and prevents movement of adjacent piles.&#xD;
&#xD;
It is given the ground for the formation of loosening soil in between pile uneven deformation loosening soil, the formation of holes and breaking the contact between the sole of the grillage and the foundation that violates their common work and does not allow to relieve piles under the load due to the inclusion of the pile grillage of the pile foundation in common work with the foundation.</description>
    <dc:date>2014-08-01T00:00:00Z</dc:date>
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