Relevant bibliographies by topics / Monolithic concrete slab

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  1. Journal articles
  2. Dissertations / Theses
  3. Books
  4. Book chapters
  5. Conference papers

Academic literature on the topic 'Monolithic concrete slab'

Author: Grafiati
Published: 4 June 2021
Last updated: 8 February 2022

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Journal articles on the topic "Monolithic concrete slab"

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Akimov, Seyran, Olga Balakchina, Elvira Akimova, Vladimir Malahov, and Vasilij Shalenny. "Improving the manufacturability of floor slabs by pre-installing elements that partially replace reinforced concrete and formwork." E3S Web of Conferences 258 (2021): 09019. http://dx.doi.org/10.1051/e3sconf/202125809019.

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The article discusses well-known and perspective constructive and technological systems for the installation of monolithic and precast-monolithic floor slabs of civil and industrial buildings. It shows examples and expediency of using all kinds of inserts made of plastic and other light materials and products for replacing a part of heavy monolithic reinforced concrete. An original resource-saving method for the installation of precast-monolithic floor slabs with a simultaneous increase in the degree of their construction readiness is proposed. This effect is achieved by reducing their own wei
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Valivonis, Juozas, Bronius Jonaitis, Robertas Zavalis, Tomas Skuturna, and Arnoldas Šneideris. "FLEXURAL CAPACITY AND STIFFNESS OF MONOLITHIC BIAXIAL HOLLOW SLABS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 20, no. 5 (2014): 693–701. http://dx.doi.org/10.3846/13923730.2014.917122.

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The article presents a research on flexural behaviour of hollow monolithic reinforced concrete slabs. It focuses on the results of experimental investigation into full-size hollow reinforced concrete slabs and analyses their flexural capacity and stiffness. The self-weight of the slabs directly depends on the shape and number of hollows. An increase in the hollowness of a slab significantly reduces the load caused by self-weight. This allows increasing the estimated length of the slab under the same payload. An increase in the amount of hollows of the slab changes the stiffness of the slab cro
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Gromysz, K. "Estimation of Stiffness and Energy Dissipation for the Models of Reinforced-Concrete Composite Slabs Based on the Investigations of Statically Loaded Slabs." Archives of Civil Engineering 58, no. 3 (2012): 259–92. http://dx.doi.org/10.2478/v.10169-012-0016-x.

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Abstract Reinforced concrete composite slab consists of a thin prefabricated slab in which span reinforcement is located and of concrete joined with the slab, with such concrete being laid on site.The existence of a joint of two concretes in such floors is interpreted as introducing a contact layer into a monolithic slab. In the paper parameters of two models are estimated. The first is a model of a contact layer and the second is a model of a composite slab with a single degree of freedom. The models consider that the contact has elastic properties and inelastic properties causing energy diss
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Dmytrenko, Tetiana, Oleksandr Semko, Andrii Dmytrenko, Tetiana Derkach, and Olena Voskobiinyk. "Development and implementation of algorithms of building structure engineering calculations for shear fraction under pressing-through." MATEC Web of Conferences 230 (2018): 02004. http://dx.doi.org/10.1051/matecconf/201823002004.

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Development of calculating algorithms for designed and patented constructive solutions for beamless monolithic slab and concrete reinforced column connection in the form of software program is presented in this article. Also a mathematical model for the constructive solutions was created using finite elements method. A theoretical part of the research includes engineering technique for the connection nodes between monolithic concrete slab and reinforced concrete column in stress strain state. A technical goal is simplifying and reliability increasing of loading capacity of the junction and ass
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Bistrickaitė, Rėda, and Romualdas Žilinskas. "EVALUATION OF TRANSVERSAL FORCE INFLUENCE IN LAYERS OF REINFORCED CONCRETE WITH SURVIVAL MOULDS/SLUOKSNIUOTŲJŲ GELŽBETONINIŲ KONSTRUKCIJŲ SU LIKTINIAIS KLOJINIAIS STIPRUMO SKERSINIŲ JĖGŲ ATŽVILGIU ĮVERTINIMAS." JOURNAL OF CIVIL ENGINEERING AND MANAGEMENT 7, no. 1 (2001): 10–14. http://dx.doi.org/10.3846/13921525.2001.10531692.

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Bending composite reinforced concrete slabs have horizontal concreting joints and this is their main difference from monolithic constructions. During initial bending stage of loaded composition slab compression and shear stresses appear, therefore they should be treated as monolithic ones. Nevertheless, with the augmentation of deflection the influence of transversal forces increases. Depending on the distance between concentrated force and support force, corresponding shear stresses are caused in the contact zone of the layered slab. Vector trajectories of those stresses correspond to the cur
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Koyankin, Aleksandr Aleksandrovich. "LIGHTWEIGHT SLAB CAST OVER PRECAST JOISTS." Vestnik MGSU, no. 6 (June 2017): 636–41. http://dx.doi.org/10.22227/1997-0935.2017.6.636-641.

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Precast-monolithic house-building in domestic and world practice is a significant part in the mass construction. We propose a relatively large number of designs of precast-monolithic buildings, as well as its individual elements. Despite this, we cannot say that found the most effective constructive solutions able to satisfy the requirements of consumers (future residents) and builders. On this basis, we developed quite effective, from the point of view of construction and further operation, a constructive solution of light weight precast-monolithic overlap. Some features offered are overlappi
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Yushchube, S. V., I. I. Podshivalov, and G. I. Tayukin. "HIGH RISE FRAME BUILDING CONSTRUCTION WITH REGARD TO DEFECTS IN MONOLITHIC BASE SLAB." Vestnik Tomskogo gosudarstvennogo arkhitekturno-stroitel'nogo universiteta. JOURNAL of Construction and Architecture 22, no. 5 (2020): 160–72. http://dx.doi.org/10.31675/1607-1859-2020-22-5-160-172.

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The paper analyzes the influence of defects detected in a monolithic base slab on the possibility of its further application in the construction of a 25-storey high-rise frame building. Non destructive testing and vertical core sampling techniques are used for the detailed analysis of the monolithic base slab. It is found that irregularities in the procedure during winter concreting of the base slab decreases the strength properties of concrete and provides the defect formation in the slab structure, namely delamination of the lower protective concrete layer and uncovering of working reinforce
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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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Wang, Su Guo, and Chen Yu Yang. "The Crack Investigation and Analysis of Frame Structure Subjected to Lateral Loading." Applied Mechanics and Materials 71-78 (July 2011): 1885–88. http://dx.doi.org/10.4028/www.scientific.net/amm.71-78.1885.

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The crack development of two cast-in-situ RC frame structures subjected to lateral loading was investigated. Then the develop reasons were analyzed. The investigation indicates that the existence of monolithic slab in reinforced concrete frame structure overstrengthened the actual flexural capability of longitudinal beams. Therefore, the participation of monolithic slabs should be made in consideration in structural design to achieve the strong column weak beam philosophy.
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Trekin, Nikolay, and Dmitrii Pekin. "Experimental research of punching shear mechanism of reinforcing concrete slab." E3S Web of Conferences 97 (2019): 04032. http://dx.doi.org/10.1051/e3sconf/20199704032.

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The analysis of various regulatory methods for calculating reinforced concrete slabs for pushing and comparing with experiment results is made. The tested sample, measuring equipment and test bench are described. Sizes and materials for experimental prototype were chosen by existing beamless and capless slabs of monolithic reinforced concrete superstructures with column grid from 8×8 to 9×9 m. Experimental research results of reinforcing concrete plate structure are presented for study purpose of stress-strain state when punching shear collapse occurring. Various aspects and observations obtai
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Dissertations / Theses on the topic "Monolithic concrete slab"

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Muizzu, Mohamed. "Thermal and time-dependent effects on monolithic reinforced concrete roof slab-wall joints." Thesis, University of Leeds, 2009. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.509019.

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Hetmer, Jakub. "Nosná konstrukce víceúčelové budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227219.

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This master´s thesis“ Load-bearing Structure of Multi-purpose Building“ is processed in the form of project documentation according to applicable regulations. It deals with static solution of monolitic reinforced concrete construction of administrative building of Česká spořitelna. Subject of the solutions is reinforced concrete monolithic point – supported ceiling slab, columns and staircase.
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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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Macourková, Klára. "Nosná ŽB konstrukce objektu hotelu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226723.

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The thesis deals with the static solution of monolitic reinforced concrete concstruction of hotel building. Subject of the solutions is reinforced concrete monolithic point – supported ceiling slab, columns, foundations and staircase. Assesment of these structures by the first ultimate state – carrying capacity.
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Hejl, Zbyněk. "Objekt pro bydlení – nosná železobetonová konstrukce." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409791.

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Master´s thesis is focused on the design and assessment of reinforced concrete load-bearing structure of a detached house. The supporting structure model is processed in SCIA Engineer. Selected reinforced concrete elements are assessed in accordance with ČSN EN 1992 - 1 -1. Part of the thesis is a technical report and drawings of the shape and reinforcement.
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Pospíšil, David. "Administrativní budova." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225855.

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My thesis solveses the office building. The building will be located in Šumperk. It will be located near the center. The building has two floors and a partial basement floor. Ceilings are beams with ceramic inserts and reinforced concrete slabs. Vertical structure consists of a ceramic blocks in the aboveground parts and concrete blocks in the underground section. The roof is walked on vegetation. The staircase is reinforced concrete, monolithic. The entire building is insulated with mineral wool. Basement is insulated with polystyrene foam.
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Vymazal, Jakub. "Monolitický vícepodlažní stěnový objekt." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227273.

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Final thesis with tittle: "Monolithic multi-storey wall building" is processeed as a project documentation according to valid assesment. The object is located in the city of Boskovice, 35 Hybešova street. Its ground plan dimensions are 52,8m x 12,5m. Total height of object is 22,3m including roof-wall, measured from the level of base chink. There are enclosed balconies on the south direction. Movement between floors is ensured by 2-flighted stairs. Object is It is made of reinforced concrete. It is designed as 6-floor bulding with a flat roof. The main supporting construction is created by sys
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Rochová, Lucie. "Dvorní vícepodlažní přístavba výukových prostor." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240480.

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The topic of the diploma thesis is the design of monolithic concrete structure CERIT in Brno. There are designed three preliminary variants of the concrete structure for the problematic place in the building. Selected variant is developed in detail design (the concrete wall). The solution comprises statical analysis, text section and drawing documentation.
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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 concrete slab"

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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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Monolith Controversies: Chile National Pavilion, Biennale Architettura 2014. Hatje Cantz Verlag GmbH & Co KG, 2014.

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Book chapters on the topic "Monolithic concrete slab"

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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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Conference papers on the topic "Monolithic concrete slab"

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Vasdravellis, George, and Eliza Feidaki. "Horizontal push out tests on a steel-yielding demountable shear connector." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7073.

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The most common type of a steel concrete composite beam is the one using conventional welded headed studs to connect the top flange of a steel beam to the concrete slab. However, the monolithic structure between the headed studs and the concrete slab prevents the deconstruction of the beam. More sustainable solutions in construction can be achieved by developing demountable connections which allow for fully deconstruction and reuse of all structural systems. This paper presents a novel demountable shear connector for use in steel concrete composite beams in conjunction with precast hollow core
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Sylejmani, Mimoza, and Blerta Emini. "Replacement Of A Monolith Reinforced Concrete Slab With A Lightweight Cobiax System Construction." In University for Business and Technology International Conference. University for Business and Technology, 2013. http://dx.doi.org/10.33107/ubt-ic.2013.4.

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MARIE, Frédéric, and Hugues SOMJA. "Strut-and-tie model for the support of steel beams crossing concrete beams." In 12th international conference on ‘Advances in Steel-Concrete Composite Structures’ - ASCCS 2018. Universitat Politècnica València, 2018. http://dx.doi.org/10.4995/asccs2018.2018.7018.

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Steel and concrete construction can still be regarded as two distinct industrial sectors leading to separated design procedures. Even steel-concrete composite buildings remain designed as steel structures, with a limited benefit of the presence of concrete slabs. For some years however, a more integrated design between both materials is investigated. It tries to combine them in order to take advantage from their respective qualities : the high resistance of the steel on one hand and the low cost and good fire resistance of the concrete on the other hand, for example. One of the advantages of t
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