Кафедра комп’ютерних технологій будівництва
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Відповідальний за розділ: Провідний фахівець кафедри комп’ютерних технологій будівництва та реконструкції аеропортів Дашкова Світлана Вікторівна. E-mail: svitlana.dashkova@npp.nau.edu.ua
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Item Air passenger terminal in Kharkiv(National Aviation University, 2021-06) Yermak, Oleksii; Єрмак, Олексій ТимофійовичAirport terminals go through frequent transformations to accommodate technological advancements as well as changes in regulations. The ever-growing aviation industry requires airport terminals to be planned, designed and constructed in a way that should allow flexible operating conditions. An airport terminal needs to accommodate a wide range of allied operations and facilities where the performance of any operation influences the other. Airport terminals are composed of large-scale, multi-stakeholder buildings that require an innovative design approach to tackle several strongly interacting services and stakeholders [21]. The airport terminal design approach entails an appropriate recognition of the relationship between all interdependent activities to ensure smooth operation and a high level of passenger satisfaction. The aviation industry is growing rapidly – in the past decade air travel has grown 7% per year [22] with travel for both business and leisure purposes showing strong growth worldwide. This ever-increasing growth in air transport propagates into the need for providing more efficient airport terminal services that can accommodate growth in demand along with the changing needs of an airport environment. Термінали аеропортів часто перетворюються на технологічні досягнення, а також на зміну нормативних актів. Постійно зростаюча авіаційна промисловість вимагає планування, проектування та побудови терміналів аеропортів таким чином, щоб забезпечувати гнучкі умови експлуатації. Термінал аеропорту повинен містити широкий спектр суміжних операцій та об'єктів, де виконання будь-якої операції впливає на іншу. Термінали аеропортів складаються з масштабних будівель із багатьма зацікавленими сторонами, які потребують інноваційного дизайнерського підходу для вирішення декількох взаємодіючих служб та зацікавлених сторін. Підхід до проектування терміналу аеропорту передбачає належне визнання взаємозв'язку між усіма взаємозалежними видами діяльності для забезпечення безперебійної роботи та високого рівня задоволеності пасажирів. Авіаційна промисловість стрімко зростає - за останнє десятиліття авіаперевезення зростали на 7% на рік, подорожі як для бізнесу, так і для відпочинку демонструють значне зростання у всьому світі. Це постійно зростаюче зростання повітряного транспорту поширюється на необхідність надання більш ефективних послуг терміналів аеропортів, які можуть забезпечити зростання попиту разом із мінливими потребами середовища аеропорту.Item Apartment building in Gostomel, Kyiv region(National Aviation University, 2022-06) Aldliw, Abdalmoula Muftah Saad; Алдлів, Абдалмоула Муфтах СаадBuilding information model of aparetment building was created in Archicad. Finite element modelling of apartment building is performed by using MONOMAKH-SAPR. Reinforced concrete column and two walls are designed.Item Apartment building in Izyum, Kharkiv region(National Aviation University, 2022-06) Mosalkov, Artem; Мосалков, Артем ІгоровичBuilding information model of aparetment building was created in Archicad. Finite element modelling of apartment building is performed by using MONOMAKH-SAPR. Reinforced concrete column and two walls are designed.Item Apartment building in Odessa(National Aviation University, 2022-06) El Hadda, Ali; Елхаддад, Алі Ессам МохамедThe project describes the main stages of engineering research, design, construction and calculation of an apartment building in Odesa. The general plan, the volume-planning decision are developed, the basic building materials are selected and described, selection and calculation of enclosing designs is executed. The work also contains a constructive section, where the study of engineering and geological conditions, selection and calculation of foundations with further description of the main technological processes of construction, such as preparatory and earthworks, installation and roofing, and the basics of environmental protection.Item Building on the mars planet(Procceding of the NAU. 2012. №2, 2012) Pershakov, Valeriy; Petrova, TatyanaItem Children's leisure center in Lutsk(National Aviation University, 2022-06) Rafik, Seif Essam; Рафік, Сейф Ессам Мохамед СабріThe project describes the main stages of engineering research, design, construction and calculation of the children's leisure center in Lutsk. The general plan, the volume-planning decision are developed, the basic building materials are selected and described, selection and calculation of enclosing designs is executed. The work also contains a structural section, where the calculation of reinforced concrete slabs and monolithic frame, selection and calculation of foundations with further description of the main technological processes of construction, such as earthworks, foundations, masonry, floors, roofs, etc.Item Computer modelling of strengthened monolithic plane overlapping with steel plate in the tensile zone(Проблеми розвитку міського середовища: наук.-тех. збірник. -К.: НАУ, 2014 -Вип.2(12).-С.99-108., 2014) Білокуров, Павло СергійовичItem Computer technologies of finite element modelling of airfield rigid pavement(Transport engineering and management, 8 May 2013, Vilnius, Lithuania, 2013-05-08) Родченко, Олександр ВасильовичFinite element modelling of airfield two-layer rigid pavement can be provided in program LIRA. FEM programs FEAFAA, FAARFIELD, ILLI-SLAB, ABAQUS do not provide finite element model of two-layer concrete pavement on the stabilized base. The maximum bending moment of upper slab computed by LIRA is more than the bending moment computed by SNiP. Finite element model of multi-slab jointed two-layer rigid pavement for program LIRA allows analyzing pavement with or without separator layer and under impact of new large aircrafts all main landing gears.Item Conception of development of the state international airport Boryspil(National Aviation University, 2005) Верюжський, Ю. В.; Родченко, Олександр Васильович; Сологуб, Олександр ВасильовичAnalysis of existing concepual variants of development of the State Boryspil International Airport and new conception variant with prognosis of economic efficiency is presented.Item Control algorithm of the airport’s water-saving processes(2018) Bieliatynskyi, Andrii; Osipa, Liudmyla; Klochan, Arsen; Cheropkin, YevheniiAn integrated approach to the solution of the water resources utilization problem at all airport management levels is presented in this article. The assessment of the demand for water resources is carried out at organizational and economic level of management. Optimization of water consumption aimed at normal functioning of air-transport production process is carried out taking into account water reuse. Determination of suitable characteristics for waste water purification control is carried out at the airport’s productional level, while functionality minimization for the equation of standard cleaning pro-cesses dynamics allows to define a matrix of the operating impacts during any disturbance concerning a controlled object. The last task is solved at the technological level of management. The aim of the research is to implement the integrated approach to airport’s water-saving production processes and presentation of the control algorithm. To sum up, realization of the specified algorithm using the computer equipment will allow to increase the sewage treatment efficiency and considerably reduce the consumption of fresh waterItem Details of large-panel buildings seismic analysis(Facultad de Ciencias de la Ingeniería e Industrias Universidad Tecnológica Equinoccial, 2016) Emelyanov, Sergei; Nemchinov, Yurij; Kolchunov, Vladimir; Yakovenko, IgorThe normative requirements of different European countries, USA, CIS, Canada, etc. codes on ensuring of buildings and structures safety at earthquakes are analyzed. The methodology based on non-elastic response spectrum of buildings and allows taking into account non-linear behaviour of structure are proposed in elaboration of Eurocode 8 requirements. The report provides the calculation examples of non-linear displacements of framed and frameless concrete buildings with application of that methodology.Item Determination of allowable flexibility of elements of high-rise tower under the influence of vortex wind load(2020-12) Maslak, Ihor; Маслак, Ігор МиколайовичIn the study of the effect of Eddy wind pressure on the elements of a high-rise tower. Determination of the permissible flexibility of structural elements under the influence of wind pressure. Plotting the dependence of the relative lengths of structural elements on the wind flow rate for four types of design schemes for flexible structural elements. Determine the conditions for interaction of flexible tower structural elements with the dynamic component of the wind load (Eddy excitation). Determination of the critical wind velocity that causes aeroelastic oscillation of Eddy excitation. Description of the natural oscillation frequency of a flexible structural element of a high-rise tower. Calculation of the permissible value of the relative length of structural elements, at which the calculation for Eddy excitation can not be performed. Calculation of the permissible flexibility of Tower structural elements. Investigation of the need to assess the fatigue life of flexible structural elements both during design and during operation and reconstruction. Evaluate the design decisions made and anticipate possible defects, develop new design solutions to eliminate them. Investigation of the possibility of vortex excitation from the action of a vortex wind load, which consists in checking the possibility of occurrence of one of the types of aeroelastic instability using approximate criteria that allow determining the corresponding value of the critical wind speed and the cross-section dimensions of structural elements. Analysis of the calculation of flexible tower structural elements under the action of an air flow such as Eddy excitation.Item Estimation metro influence on structure adjacent buildings(Materials of International Conference Seismics-2014 “Seismic resistance and rehabilitation of buildings”, 29-30 May 2014, Tbilisi, Georgia., 2014) Barabas, M.Item Estimation metro influence on structure adjacentbuildings(г. Тбилисси. Грузия, 2014-05) Барабаш, Мария СергеевнаItem Evaluation of the stress-strain state of the metal frame structures of a high-rise building(National Aviation University, 2020-12) Rakovych, Maksym; Ракович, Максим АнатолійовичIn the thesis the estimation of the stress-strain state of metal frame constructions of a high-rise building is carried out. The building developed in this work will be used for offices. Static and dynamic calculation of the frame of buildings, and, consequently, calculations of the main structural elements of the building, such as: metal column, pile foundation with a slab, the main metal beam. Calculated the bearing capacity of the elements in case of emergencies, such as progressive collapse. Progressive collapse - a phenomenon in which there is a sequential, chain destruction of load-bearing structures, resulting in the destruction of the entire structure or part thereof due to the primary isolated destruction As a result of the expected initial local destruction, which leads to a change in the structural system, create a structure to protect buildings and structures from progressive collapse, which is performed in an emergency design situation. To do this, calculate the indicators of the ultimate state, which is provided by the bearing capacity, deformation and stability of the deformation form of the structural system of the building and structure as separate elements of joints, except remote, in case of local destruction and as a whole. During the entire service life, the structure can be affected by extreme load conditions that significantly exceed the usual design assumptions, which can lead to catastrophic consequences. The influence of numerical rigidity of knots on bearing capacity of steel elements of a high-rise building in case of emergency was investigated.Item Experimental research of rc beams, strenthened by bonded and welded steel plate(Польша. Przemyśl. Nauka i studia, 2013.pp.75-78., 2013) Білокуров, Павло Сергійович; Качан, Тарас Юрійович; Горб, Олександр Григорович; Машкова, Ганна ІгорівнаItem Improvement of concrete airfield pavement design(National Aviation University, 2014) Родченко, Олександр ВасильовичThe State norms of Ukraine have only two values of transitive factor which do not account modern aircraft main landing gear configurations and number of wheels. New values of transitive factor for calculation of edge bending moment are determined for concrete airfield pavement. Transitive factor values are obtained by using finite element modeling programs LIRA and FEAFAA.Item Improvement of the two-layer airfield rigid pavement design(Transport engineering and management, 8 May 2014, Vilnius, Lithuania, 2014-05-08) Родченко, Олександр ВасильовичThe State norms of Ukraine have only two values of transition factor (one value for free-edge loading case, other for joint edge) which do not allow aircraft main landing gear and number of wheels. Transition factors for calculation of edge bending moment are determined for airfield rigid pavement design. New values of transition factors account main landing gear configuration of new aircrafts. Transition factor values are obtained by using finite element modeling programs LIRA and FEAFAA.Item Industrial building in Bucha of Kyiv region(National Aviation University, 2022-06) Awad, Bassem Mohamed Abdelhamid Mohamed; Авад, Бассем Мохамед Абдельхамід МохамедProduction structures are large-scale structures where they are positioned manufacturing lines and provided conditions for the work process and full-fledged equipment operation. Industrial buildings can be typical or unique, and consist of one or more objects. Construction of industrial buildings is carried out in strict accordance with the regulated norms. Industrial buildings must meet fire safety requirements and be able to withstand loads that arise in the production process, have an attractive appearance. The project includes an industrial building. From an administrative point of view the object is located in the Kyiv region, in the countryside. The terrain is hilly with declining to the northeast. The construction site is partially occupied existing buildings and underground communications. The master plan is developed in accordance with the technological scheme and with compliance with applicable norms and rules. Vertical planning is decided taking into account the technology of works, topographic conditions of the area, taking into account the projected highway, which provides departures. Vertical planning takes into account the relief of the area and is solved by local backfilling of access roads and sites to the marks, dictated by the minimum rise of the building above the axis of the approach track. The project provides for the construction of sites for technical equipment and auxiliary buildings, as well as the use of existing buildings for equipment location. Architectural solutions for buildings are accepted taking into account the construction and climatic conditions of the construction area. The design of buildings and structures is based on technological plans for the application of typical solutions, the supply of equipment is maximal factory readiness, typification and unification of structures and nodes.