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Relevant bibliographies by topics / Monolithic reinforced concrete skeleton

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Academic literature on the topic 'Monolithic reinforced concrete skeleton'

Author: Grafiati

Published: 4 June 2021

Last updated: 9 February 2022

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Journal articles on the topic "Monolithic reinforced concrete skeleton"

1

Berkowski, Piotr, and Grzegorz Dmochowski. "Structural condition assessment of a reinforced concrete driveway." MATEC Web of Conferences 289 (2019): 10002. http://dx.doi.org/10.1051/matecconf/201928910002.

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The reinforced concrete structure of a driveway built in the eighties of the 20th century is under consideration. It is a single-storey structure with a length of approx. 66.00 m, made in the form of a reinforced concrete skeletal structure, consisting of 7 frames with cantilevers, spaced at 9.00 m: 3 frames in the horizontal part of the driveway are three-span ones, and 4 in the sloping part are single-span frames. The driveway frame main beams have a rectangular cross-section and are based on pillars that have been placed on the spread footing these elements form a monolithic structure. Pref

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Cherednichenko, Nadezhda, and Pavel Oleinik. "Methods of erection of high-rise buildings." E3S Web of Conferences 33 (2018): 03040. http://dx.doi.org/10.1051/e3sconf/20183303040.

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The article contains the factors determining the choice of methods for organizing the construction and production of construction and installation work for the construction of high-rise buildings. There are also indicated specific features of their underground parts, characterized by powerful slab-pile foundations, large volumes of earthworks, reinforced bases and foundations for assembly cranes. The work cycle is considered when using reinforced concrete, steel and combined skeletons of high-rise buildings; the areas of application of flow, separate and complex methods are being disclosed. Th

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Shapovalov, O., and S. Potapov. "DETERMINATION OF RELIABILITY OF OPERATION OF MULTI-STOREY FRAME BUILDING AT DIFFERENT VARIANTS OF COLUMN REINFORCEMENT." Municipal economy of cities 3, no. 156 (2020): 121–25. http://dx.doi.org/10.33042/2522-1809-2020-3-156-121-125.

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The article considers the issues of variant design of bearing elements of monolithic reinforced concrete crossbarless frame. In particular, the columns, in order to ensure increased reliability of operation of the frame in cases of exposure to various adverse conditions. Such conditions include factors of disproportionate destruction (progressive collapse), which can significantly damage the building. With variant reinforcement of columns, it is possible to achieve a state when the reliability of safe operation of the building will be most pronounced, which may be a recommended measure in the

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Gorbach, P. S., D. V. Kiselev, and K. I. Gordeev. "DAMAGES OF MONOLITHIC REINFORCED CONCRETE OVERLAPPINGS." Modern Technologies and Scientific and Technological Progress 1, no. 1 (2019): 180–81. http://dx.doi.org/10.36629/2686-9896/2019-1-1-180-181.

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Меl’nyk, І. V. "Stiffness of Monolithic Reinforced-Concrete Slab Structures." Materials Science 55, no. 3 (2019): 367–73. http://dx.doi.org/10.1007/s11003-019-00311-1.

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Pavlov, V. V., and E. V. Khorkov. "Monolithic reinforced concrete frame at reconstruction of buildings." Вестник гражданских инженеров 15, no. 5 (2018): 94–97. http://dx.doi.org/10.23968/1999-5571-2018-15-5-94-97.

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Topchiy, Dmitriy, Alina Bolotova, Aleksey Vorobev, and Alevtina Atamanenko. "Reprofiling of objects with monolithic reinforced concrete frame." IOP Conference Series: Materials Science and Engineering 890 (August 13, 2020): 012137. http://dx.doi.org/10.1088/1757-899x/890/1/012137.

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Timosidis, D., K. G. Megalooikonomou, and S. J. Pantazopoulou. "Monolithic reinforced concrete bridge joints under cyclic excitation." Engineering Structures 101 (October 2015): 477–93. http://dx.doi.org/10.1016/j.engstruct.2015.08.004.

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Zotov, M. V., S. P. Gusarenko, and M. G. Skibin. "Level-adjustable foundations for monolithic reinforced-concrete buildings." Soil Mechanics and Foundation Engineering 47, no. 2 (2010): 58–61. http://dx.doi.org/10.1007/s11204-010-9089-1.

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Romanenko, S. M. "Design of monolithic reinforced concrete floor during reconstruction." Taurian Scientific Herald. Series: Technical Sciences, no. 1 (2021): 57–66. http://dx.doi.org/10.32851/tnv-tech.2021.1.9.

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Dissertations / Theses on the topic "Monolithic reinforced concrete skeleton"

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Nukeyeva, Assem. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410068.

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This diploma thesis was prepared as a construction project documentation. The proposed building is an office building in Prague. The building has 4 above-ground floors and 1 underground floor. On the above-ground floors the office spaces are located, while the underground floor is designated as garages. Monolithic reinforced concrete skeleton with beams was chosen as the construction system.

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Švehla, Ľuboš. "Vysokoškolský internát." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226334.

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New university dormitory in Trnava with five stories is based on the flat land. The first floor is the technical part of the building, space for a temporary accommodation and a separate sales area. Part of the second floor consists of offices for administration, the second part of the floor, as well as the other three stories are designed as a unit system for student accommodation. Total bed capacity is designed for 134 students. The bearing structure of the building is reinforced concrete monolithic skeleton with infill perimeter walls of ceramic bricks. The flat roof of the building is not w

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Haršaníková, Veronika. "Mateřská škola Solivar." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392066.

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The goal of this diploma thesis is a design study and project documentation for a new-building of a kindergarten in a city of Prešov (city part Solivar), Slovakia. The kindergarten will be a institution for pre-school education for children from 3 to 6 years old. The projects of the kindergarten building consist of one classroom for children within the age from 3-4, one classroom, for children within the age from 4-5 and third classroom for children from 5-6 years old. The designed object also contains janitor’s room and closet, laundry room, director’s office and a community room for cultural

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Kušnir, Jakub. "Pošta." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410040.

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The aim of my diploma thesis is to design and make out a design documentation to show the look of new post office building. The plot is located in the cadastral area of Lesná and the parcel numbers are 1344/1, 1344/3, 1344/4 and 1345. The building is located on a flat terrain. The building consists of two above-ground floors and one underground floor. On the first floor are public areas, post offices and the background of the post office. On the second there is the office of the director, office of the representative, meeting room and facilities for the post office employees. In the undergroun

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Vojta, Martin. "Hotel Hlinky." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226369.

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Diploma thesis deals with project documentation for construction of the facility. Specifically, it is a hotel on the street Hlinky in Brno. Hotel capacity is 58 beds and 60 seated restaurant. The building will have one floor underground and five floors above ground. The building will have a bearing structure of reinforced concrete monolithic skeleton, accompanied by reinforcing monolithic wall. External walls will be created by filling the porous masonry blocks. Horizontal framework will be created locally supported monolithic reinforced concrete slabs. The roof of the hotel is flat. In 4th an

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Václavík, Marek. "Autosalon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225788.

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This thesis covers brand new detached showroom with one basement and two floors. The building is divided into 2 parts, the major part of the first floor sample room (showroom) for a maximum of 13 vehicles, offices and staff facilities salon. On the second floor is located the finance department and exemplary service area. In the basement of this building are public parking garage for 16 vehicles and car accessories stores. The second part of the new building is just overhead. It consists of a private car service for 5 vehicles, stock tires, utility room, car wash and storage of spare parts for

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Urban, Kamil. "Administrativní budova s komerčními provozy, Šumperk." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226563.

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The object of interest of this diploma thesis is the processing of technical-construction part of the project documentation for the realization of the four-storey office building with two commercial premises on the ground floor. The building is cellarless, shape of the ground plan is rectangular. The fourth floor is receded over the others and there is an outdoor terrace, facing south, the remaining part of fourth floor is made up of flat vegetation roof. The support system is composed of steel concrete skeleton with a reinforcing core. Infill walling are made of ceramic fittings. The building

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Prokop, Lukáš. "Založení železobetonové budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226744.

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Master´s thesis describes foundation of reinforced concrete framed building and preliminary design of upper construction. Calculation of internal forces was performed by computer program SCIA Engineer like 3D model. This substructure is designed as water resistant construction that is supported by deep foundations.

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Ruszová, Veronika. "Kulturně společenské centrum." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372218.

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The subject of my master‘s thesis is A new cultural society center building in Frýdek-Místek. The work is explained in the form of project documentation for the execution of the building containing all the requirements following the legal standards and regulations. The land is flat. It is a two-storey, basement building. The supporting system of the object is a monolithic reinforced concrete skeleton filled with ceramic blocks. Basement masonry is permanent formwork. The roof and ceiling structures are made of reinforced concrete slabs. Roofs above both of the first floors are flat green roofs

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Lejčík, Peter. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226340.

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The administration building is designed as a barrier-free standalone new building in the cadastral area of Púchov – city. The designed building has 8 storeys, from which the 1. Floor consists of pantry area, restaurant, club, printing and sales space with their own entrance, 2. Floor, 3. Floor, 4. Floor, 5. Floor, 6. Floor serves as the office space, 7. Floor as the lift service space. In the 1. Sublevel there are composed lay-by and parking areas in number of 23, substation and technical building back-up. The building is settled in the private parcels 49/37, 49/38, 49/68, it is connected to t

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Books on the topic "Monolithic reinforced concrete skeleton"

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American Concrete Institute. Committee 352. Recommendations for design of beam-column joints in monolithic reinforced concrete structures. American Concrete Institute, 1985.

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American Concrete Institute. Committee 352. Recommendations for design of slab-column connections in monolithic reinforced concrete structures. American Concrete Institute, 1988.

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Alekseenko, Vasiliy, and Oksana Zhilenko. Design, construction and operation of buildings in seismic areas. INFRA-M Academic Publishing LLC., 2020. http://dx.doi.org/10.12737/1000210.

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The main purpose of the textbook is to acquaint students and engineers with the principles of design and construction of buildings and structures in seismic areas. The tutorial sets out the basic principles of design and construction of frame, large-panel buildings, buildings with load-bearing walls made of small-piece stones and large blocks, buildings made of local materials, frameless buildings made of monolithic reinforced concrete. The design requirements for buildings in earthquake-prone areas are described, and the main requirements for the production of works and implementation o

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Book chapters on the topic "Monolithic reinforced concrete skeleton"

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Ksenofontova, T. K. "Progressive Destruction of Frame Buildings Made of Monolithic Reinforced Concrete." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-54652-6_11.

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Nedviga, Ekaterina, Natalia Beresneva, Marina Gravit, and Angelina Blagodatskaya. "Fire Resistance of Prefabricated Monolithic Reinforced Concrete Slabs of “Marko” Technology." In International Scientific Conference Energy Management of Municipal Transportation Facilities and Transport EMMFT 2017. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70987-1_78.

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Kryuchkov, A. A., N. V. Frolov, and G. A. Smolyago. "Stress-Strain State of Normal Sections of Precast-Monolithic Reinforced Concrete Beams." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-54652-6_6.

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Farzaliyev, S. A., S. R. Quluzadeh, and T. F. Mehtiyeva. "Analysis of the Current State of Construction of High-Rise Monolithic Reinforced Concrete Buildings." In Lecture Notes in Civil Engineering. Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-42939-3_56.

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Zulpuev, A. M., K. Baktygulov, B. S. Ordobayev, Sh S. Abdykeeva, and Zh M. Torokeldieva. "Improvement of the Structural Solution of Monolithic Reinforced Concrete Floors with the Use of Steel Profiled Flooring." In Lecture Notes in Networks and Systems. Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15160-7_1.

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Farzaliyev, Sahib, and Roman Pahomov. "Investigation of the Impact of Organizational and Technological Factors on Construction Processes in the Construction of High-Rise Monolithic Reinforced Concrete Buildings." In Lecture Notes in Civil Engineering. Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-85043-2_10.

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"CHAPTER XIII. GENERAL TEST CALCULATION OF A MONOLITHIC HOUSE OF REINFORCED CONCRETE." In BUILDING STRUCTURES IN EARTHQUAKE COUNTRIES. Thomas Telford Publishing, 2011. http://dx.doi.org/10.1680/bsiec.50730.0013.

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Conference papers on the topic "Monolithic reinforced concrete skeleton"

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Subbotin, А. I., M. N. Shutova, S. G. Chutchenko, et al. "The Effects of Modifying Additives Used for Concrete in Constructing Monolithic Reinforced Concrete Buildings." In Proceedings of the International Symposium "Engineering and Earth Sciences: Applied and Fundamental Research" dedicated to the 85th anniversary of H.I. Ibragimov (ISEES 2019). Atlantis Press, 2019. http://dx.doi.org/10.2991/isees-19.2019.100.

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Veretennykov, Vitaliy I. "Volume deformations of vertical members of the skeleton cast-in-place reinforced concrete buildings." In International RILEM Conference on Volume Changes of Hardening Concrete: Testing and Mitigation. RILEM Publications, 2006. http://dx.doi.org/10.1617/2351580052.025.

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Alcocer, Sergio M. "Overview of the Revised ACI-ASCE 352 Committee Recommendations for Design of Beam-Column Connections in Monolithic Reinforced Concrete Structures." In Structures Congress 2001. American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40558(2001)69.

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Zhang, Fei, and Jianxun Ma. "Experimental Study on Hybrid Masonry Structure with RC Frame under Lateral Reversed Cyclic Loading." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0142.

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<p>As a new type of structural system, hybrid masonry (HM) structure with reinforced concrete (RC) frame is constructed of reinforced block masonry wall and reinforced concrete frame. This structural system combines the advantages of reinforced concrete frame structure and reinforced concrete block masonry structure, also overcomes some limitations of them. In order to study the seismic performance of the structural system, the lateral reversed cyclic loading experiment on the HM structure with RC frame was conducted. In the experiment, two specimens that were constructed with different

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Мажиев, Х. Н., И. Х. Кадаев, and Х.-М. С. Духаев. "CALCULATION FOR THE SEISMIC EFFECTS OF THE MOSQUE BUILDING NAMED AFTER AYMANI KADYROVA IN ARGUN." In «АКТУАЛЬНЫЕ ВОПРОСЫ СОВРЕМЕННОЙ НАУКИ: ТЕОРИЯ, ТЕХНОЛОГИЯ, МЕТОДОЛОГИЯ И ПРАКТИКА». Международная научно-практическая онлайн-конференция, приуроченная к 60-ти летию член-корреспондента Академии наук ЧР, доктора технических наук, профессора Сайд-Альви Юсуповича Муртазаева. Crossref, 2021. http://dx.doi.org/10.34708/gstou.conf..2021.93.22.033.

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В статье рассматриваются расчеты на сейсмические воздействия уникального здания. С применением монолитного железобетонного перекрытия в рамном исполнении. А также из стальных конструкций в виде купола, расчеты выполняются программными комплексами «Лира» и «SCAD». The article deals with calculations for seismic effects of unique building in the shape of a globe using a monolithic reinforced concrete floor in frame execution. And also from steel structures in the form of a dome, calculations are performed using software complexes "Lira","SCAD".

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