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http://elartu.tntu.edu.ua/handle/lib/31309Повний запис метаданих
| Поле DC | Значення | Мова |
|---|---|---|
| dc.contributor.advisor | Сорочак, Андрій Петрович | - |
| dc.contributor.author | Мбая, Казаді Крістіан | - |
| dc.contributor.author | Mbaya, Kazadi | - |
| dc.date.accessioned | 2020-01-16T12:21:07Z | - |
| dc.date.available | 2020-01-16T12:21:07Z | - |
| dc.date.issued | 2019-12-28 | - |
| dc.identifier.citation | Мбая К.К. Проект 16-поверхового житлового будинку в ужгороді з дослідженням його поведінки при сейсмічних впливах: дипломна робота магістра за спеціальністю „192 — будівництво та цивільна інженерія“/ К.К. Мбая — Тернопіль: ТНТУ, 2019. — 124 с. | uk_UA |
| dc.identifier.uri | http://elartu.tntu.edu.ua/handle/lib/31309 | - |
| dc.description.abstract | Основні архітектурно-конструктивні рішення проекту шістнадцятиповерхового багатоквартирного будинку в Ужгороді були запропоновані на основі розрахунків відповідно до будівельних норм України. Основні технологічні процеси були розроблені, включаючи вимоги безпеки. Проаналізовано існуючі підходи до оцінювання поведінки багатоповерхових будівель при сейсмічних впливах. Розроблено метод моделювання скінченних елементів сейсмічного впливу та створена відповідна імітаційна модель. Деформації проектуваного шістнадцятиповерхового багатоквартирного будинку від вібрації при нормативно-сейсмічному впливі були визначені за допомогою запропонованої моделі. | uk_UA |
| dc.description.abstract | Main architectural and constructive decisions for a project of sixteen-storey apartment building in Uzhgorod were proposed based on calculations according to relevant building codes of Ukraine. Main technological processes were developed including safety requirements. Existing approaches to multi-stored building behavior evaluation in seismic impacts were analyzed. The method of finite element simulation of seismic influence has been further developed and corresponding simulation model was created. Deformations of designed sixteen-stored apartment building from vibration under normative seismic impact were determined using proposed model. | uk_UA |
| dc.description.tableofcontents | ІNTRODUCTION ...6 1. ARCHITECTURAL AND STRUCTURAL PART...7 1.1. General characteristics of the site...8 1.1.1 Geographical location of the site climatic conditions...8 1.1.2 Transport links...9 1.1.3 Engineering-geological and hydrogeological conditions of the site...9 1.2. Master plan...10 1.2.1. Rationale for the decision... 10 1.2.2. Vertical planning (relief organization)...10 1.2.3. Measures to comply with sanitary and fire protection standards of environmental protection...11 1.2.4. Technical and economic indicators of the master plan...11 1.3. The three-dimensional planning solution... 11 1.3.1. Characteristics of the functional process...11 1.3.2. Description of the decision made and its justification...12 1.3.3. Technical and economic indicators of the three-dimensional planning solution...12 1.4. Design solutions...12 1.4.1. Bearing structures. Rationale for their choice...12 1.4.2. Enclosure structures...13 1.4.3. Thermal calculation of walls...14 1.4.4. Materials for the construction of the building, justification of their choice...17 1.5. Architectural and artistic decision of the building...18 1.6. Sanitary equipment...18 1.6.1. Heating...18 1.6.2. Electricity supply...18 1.6.3. Water supply and drainage...18 1.6.4. Ventilation....19 1.7. Occupational health and safety measures...19 2. DESIGN AND CALCULATION PART...20 2.1 Calculation and construction of precast concrete slab with round hollows... 21 2.1.1 Plate materials... 21 2.1.2 Determination of loads...21 2.1.3 The calculation of the plate by the boundary states of the first group...22 2.1.4 Calculation of the strength of the normal section...24 2.1.5 Calculation of the strength of sections inclined to the longitudinal axis...25 4 2.1.6 Calculation of the plate by the boundary states of the second group... 26 2.1.7 Calculation of the slab for the opening of the cracks inclined to the longitudinal axis ...29 2.1.8 Calculation of deflection of the plate...32 2.1.9 Checking the panel for installation loads...34 2.2 Column calculation...36 2.2.1 Design data...36 2.2.2 Load on the column...36 2.2.3 Calculation of the strength of the sections of the column...37 2.3 Assessment of engineering and geological conditions of constructionаl site...38 2.4. Determination of loads on foundations...40 2.5 Conclusions...49 3. TECHNOLOGICAL AND ORGANIZATIONAL PART...50 3.1. Description of the main technological processes...51 3.2 Land improvement... 52 3.3 Labor protection during execution of works...53 3.4 Methods of work execution in winter... 54 3.5 Determining the complexity and timing of construction...55 3.5.1. Determination of the volume of general construction works...55 3.5.2 Defining the complexity of the work...56 3.6. Technological map for the installation of stairs and platforms...58 3.6.1. Scope...58 3.6.2. Technology and organization of the construction process... 59 3.6.3. Technical and economic indicators...63 3.6.4. Logistics resources... 63 3.7. Technological map for arrangement of flat roll roof, device of linoleum floors... 66 3.7.1 Field of application... 66 3.7.2 Organization and technology of construction process...66 3.7.3 Safety recommendations...67 3.7.4 Calculation of labor costs and wages...69 3.7.5 Technical and economic indicators... 69 3.7.6 Schedule of works...69 3.7.7 Statement of need for materials and semi-finished products...70 3.7.8 Equipment, devices, inventory...70 3.7.9. Scheme of operational quality control of the performance of roofing...72 3.7.10. Safety measures when performing roofing works...73 3.8. Definition of the term of construction...73 3.8.1. Calendar of construction...75 5 3.8.2 Determinator of the work and resources of the calendar schedule... 76 3.8.3 Technical and economic indicators of the calendar schedule...80 3.8.4. Consideration of requirements of safety at design calendar plan...80 3.9. Construction master plan...81 3.9.1. Calculation of warehouses and sites...82 3.9.2. Calculation of warehouse areas for construction...84 3.9.3. Calculation of administrative and residential buildings...85 3.9.4 Calculation of temporary water supply object of construction...86 3.9.5 Temporary calculation electrical supply of the construction object...88 3.9.6. Technical and economic indicators on the plan... 89 3.10. Occupational health and safety... 89 3.10.1 Firefighting measures... 90 3.10.2 Environmental protection measures for the period of construction...91 4. ECONOMIC PART...92 5. LABOR PROTECTION...95 5.1. Safety and fire safety at the construction site...96 5.2. Safety measures...99 5.2.1 Safety at drilling operations... 99 5.2.2 Safety measures for waterproofing works...101 5.2.3. Safety measures when performing welding work...103 5.2.4. Safety measures when performing stone work...105 5.2.5. Safety measures during installation work...105 5.2.6. Safety Measures in performing concrete and reinforced concrete works...107 5.3. Industrial sanitation...111 5.4. Protective grounding...111 6. ECOLOGY....113 6.1 The effect of the projected object on the environmental components...114 6.2 Measures to reduce the negative impact of the projected object on the environment ... 114 7. SCIENTIFIC RESEARCH PART... 118 7.1 Seismic forces... 119 7.2 Principles of damage tolerance policy...119 GENERAL CONCLUSIONS...121 LITERATURE...122 | uk_UA |
| dc.language.iso | en | en |
| dc.subject | 192 | uk_UA |
| dc.subject | будівництво та цивільна інженерія | uk_UA |
| dc.subject | Цегляна багатоповерхова будівля | uk_UA |
| dc.subject | сейсмічний вплив | uk_UA |
| dc.subject | вібрація | uk_UA |
| dc.subject | Brick multi-stored building | uk_UA |
| dc.subject | seismic influence | uk_UA |
| dc.subject | vibration | uk_UA |
| dc.title | Проект 16-поверхового житлового будинку в ужгороді з дослідженням його поведінки при сейсмічних впливах | uk_UA |
| dc.title.alternative | Project of a 16-storey apartment building in Uzhgorod with a study of its behavior in seismic impacts | uk_UA |
| dc.type | Master Thesis | uk_UA |
| dc.rights.holder | © Мбая Казаді Крістіан, 2019 | uk_UA |
| dc.coverage.placename | Тернопільський національний технічний університет імені Івана Пулюя | uk_UA |
| dc.subject.udc | 624.042 | uk_UA |
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| dc.contributor.affiliation | Тернопільський національний технічний університет імені Івана Пулюя | uk_UA |
| dc.coverage.country | UA | uk_UA |
| Розташовується у зібраннях: | 192 — будівництво та цивільна інженерія | |
Файли цього матеріалу:
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|---|---|---|---|---|
| autoreferat_Mbaya.pdf | Автореферат | 216,43 kB | Adobe PDF | Переглянути/відкрити |
| dyplom_Mbaya.pdf | Дипломна робота | 1,02 MB | Adobe PDF | Переглянути/відкрити |
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