Relevant bibliographies by topics / Reinforced concrete monolithic construction

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Academic literature on the topic 'Reinforced concrete monolithic construction'

Author: Grafiati
Published: 4 June 2021
Last updated: 17 February 2022

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Journal articles on the topic "Reinforced concrete monolithic construction"

1

Nosenko, Viktor, and Oleg Krivenko. "Influence of house bearing construction rigidi-ty of precast reinforced concrete on stress-strain state Continuous Flight Auger (CFA) piles foundations." Bases and Foundations, no. 40 (June 4, 2020): 48–57. http://dx.doi.org/10.32347/0475-1132.40.2020.48-57.

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At present, the tendency to build multi-storey residential buildings has become widespread in Ukraine. This is due to a number of reasons: significant increase in land prices in cities, dense urban development and the availability of appropriate equipment for the construction of such structures. One of the most common materials for multi-storey buildings is monolithic reinforced concrete. The main advantage of monolithic structures is the possibility of free spatial planning and the possibility of uniform redistribution of forces in the elements of the frame - the house works as one rigid entire structure. On the other hand, such structures require a long construction time and appropriate highly qualified control of monolithic works. Therefore, as an alternative, prefabricated reinforced concrete structures are used to accelerate the pace of construction. In this work, the influence of the rigidity of a precast reinforced concrete house on the stress-strain state of CFA piles foundation is investigated. The stress-strain state of a precast reinforced concrete building with two basement options is analyzed: precast and monolithic. The numerical modeling of the interaction of the system elements is used as a research method: soil base - foundation - aboveground structure. It was found that the replacement in a prefabricated house only one basement floor of precast concrete on a monolithic one affects the redistribution of forces, so the self-supporting wall is loaded 2.6 times, and the busiest wall, which rests on both sides of the floor slab, is unloaded to 2.1 times. It was found that in the case of a basement made of precast reinforced concrete with a precast basement the difference efforts in pile heads (under the load-bearing walls) can differ 1.98 times, and in the case of a monolithic one 1.17 times. So it is mean, the monolithic foundation redistributed of efforts between the piles is more uniform. It is established that the monolithic reinforced concrete basement, in comparison with the prefabricated one, reduces the uneven settlement of the foundation by 2.4 times. When designing large-panel houses, it is advisable to provide a basement floor monolithic - this will allow to load the fundamental constructions more evenly, which in its reduction reduces the relative deformation of buildings and reduces their cost.
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Malakhova, Anna. "Estimation of cracking of reinforced concrete load-bearing construction structures at the stage of their technical inspection." MATEC Web of Conferences 251 (2018): 02040. http://dx.doi.org/10.1051/matecconf/201825102040.

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The article describes the process and causes of cracking of bearing reinforced concrete structures, revealed during the inspection of the technical condition of structural elements of buildings at the stage of their erection, at the stage of suspended construction and in the operational stage. The reasons for the appearance of cracks in reinforced concrete structures under force loads and climatic influences are analyzed. Possible reasons for the appearance of cracks in a monolithic reinforced concrete beam ceiling of a multi-storey building of a column structural system and in monolithic walls of an underground cylindrical reservoir, identified by the author of the article when inspecting the technical condition of these structures, are given. The relationship between the appearance of destructive cracks and the design errors of a monolithic reinforced concrete beam ceiling is shown. The complex nature of the causes of the appearance of cracks in the monolithic walls of the underground reservoir is revealed. The article describes the capabilities of the LIRA-CAD software package for determining the pattern and parameters of fracture-formation of reinforced concrete structures for subsequent comparison with the results of an inspection of the technical condition of structural elements of buildings and structures.
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Bobalo, Taras, Yaroslav Blikharskyy, Rostyslav Vashkevich, and Myhailo Volynets. "Bearing capacity of RC beams reinforced with high strength rebars and steel plate." MATEC Web of Conferences 230 (2018): 02003. http://dx.doi.org/10.1051/matecconf/201823002003.

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Nowadays, reducing the material content of not only buildings and structures in general, but also individual constructions is a topical task that can be realized through the use of high-strength concrete and reinforcement, as well as with the use of external reinforcement. The concentrated location of sheet reinforcement on the external the most tense facets of steel and concrete structures increases the operating height of the cross-section, makes it possible to more effectively use the strength properties of steel in comparison with conventional reinforced concrete, and with the same bearing capacity to economize on expenses. Composite and monolithic reinforced concrete structures with external reinforcement are used in various construction sectors around the world. This contributed to the expansion of the use of reinforced concrete for special buildings of power-engineering and hydrotechnical construction. The technical nd econom efficiency, as well as the possibility of using external rebar as formwork for monolithic concrete construction, have been proved. Therefore, there is a need for the study of structures with combined reinforcement, in which high rigidity of steel and concrete structures is combined with an effective use of high-strength reinforcing bars (rebar) without prior tension
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Shabalin, Viktor, Boris Smishljaev, Aleksandr Zhuravlev, and Jaroslav Sheetz. "Using seismoacoustic sounding technique for the purpose of structural integrity evaluation of the solid reinforced-concrete foundation for the power transmission line supports." MATEC Web of Conferences 265 (2019): 05018. http://dx.doi.org/10.1051/matecconf/201926505018.

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During construction of the monolithic reinforced-concrete foundation, it is not easy to monitor both a continuous haulage and technology of concrete placement. For that matter, some breach of the foundation structural integrity may occur. Currently, there is no unanimous integrated practice of monitoring concrete placement for building oversize solid reinforced-concrete foundations. The surveying results of the solid concrete foundation dimensioned 16m by 16m and from 2 to 3.5m thick are set forth in the article. Such geophysical technique as seismoacoustic sounding has proved effective for concrete placement quality control of monolithic reinforced-concrete foundations by means of a non-destructive method.
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Абакумов, Р. Г., Roman Abakumov, И. Авилова, I. Avilova, М. Абакумова, Marina Abakumova, С. Анисимов, and R. Abakumov. "ONTOLOGY OF RESEARCH EFFICIENCY AND PROSPECTS OF LARGE-PANEL AND MONOLITHIC REINFORCED CONCRETE CONSTRUCTION OF RESIDENTIAL OBJECTS." Bulletin of Belgorod State Technological University named after. V. G. Shukhov 4, no. 10 (November 7, 2019): 40–52. http://dx.doi.org/10.34031/article_5db33b395b0bb8.51040783.

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The article is devoted to the issues of ontology, research of the effectiveness and prospects of large-panel and monolithic reinforced concrete construction of residential objects. Increasing demands on the effectiveness of multi-story housing construction determine the relevance of this study. Methodological foundations of substantiation and a comparative analysis of the effectiveness of monolithic and large-panel reinforced concrete multi-story construction are considered; prospects for the development of these housing technologies are justified. The article presents an analysis of the pros and cons of monolithic and large-panel reinforced concrete multi-storey construction of residential buildings, a comparative analysis of the processes of organization and technology of construction works. The problems of large-panel and monolithic construction are ranked according to the level of their materiality, measures to improve construction technologies are proposed. The comparative analysis of cost indicators of monolithic and panel construction on the basis of the data presented in collections of standards of the price of construction is presented. The need to introduce and update the normative documentation having legal force for regulation of the basic provisions of the modern improved large-panel construction is proved. Attention is paid to the design conditions for the manufacture and installation of the monolithic and large-panel multi-storey construction of residential buildings used in the methodological approach. Cases of expediency of comparison on criterion "duration of construction" are analyzed. The article proposes an original methodological approach for evaluating the effectiveness of monolithic and large-panel construction, taking into account the conditions and nature of the uncertainty of the initial data, which will justify the choice of the most effective options for the construction of multi-storey housing construction.
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Ruseckaitė, Indrė, and Aušra Černauskienė. "MONOLITH EXPERIMENT IN VILNIUS: BETWEEN IDEA AND PRAGMATISM / MONOLITO EKSPERIMENTAS VILNIUJE: TARP IDĖJOS IR PRAGMATIŠKUMO." JOURNAL OF ARCHITECTURE AND URBANISM 36, no. 3 (October 9, 2012): 194–208. http://dx.doi.org/10.3846/20297955.2012.732490.

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In postwar development of modernist architecture, ambiguity of reinforced concrete in the role of a causer of a qualitative leap of the architectural thought is particularly reflected by controversial application directions and scales of the present material: from industrialised mass construction of prefabricated reinforced concrete large-panel houses seen as pure pragmatism to individual examples of monolithic reinforced concrete architecture with exclusive plasticity seen as idea disseminators. This is the relation between the ideological content and pragmatism of the monolithic reinforced concrete technology the present article deals with discussing the issue in the contexts of Vilnius housing construction. Multi-dwelling units of monolithic reinforced concrete constructed in compliance with an innovative and experimental technology of that time have been chosen due to relatively low realisation scale thereof and due to the fact that the experiment under investigation hardly took a couple of the last decades of the Soviet era, the end whereof also denotes breakup of the phenomenon. The paper aims at answering what are the pragmatic and ideological impulses having determined development of the technology, what architectural and urban ideas are displayed by the buildings constructed; why the monolithic experiment with the significant role to be played in the unrealised perspective plans of urban development has finished together with the Soviet period and what are today's manifestations with respect to assessment and architectural interpretations of the phenomenon. Conclusions of the article maintain that the best display of the relation between the ideological content and pragmatism of the monolithic reinforced concrete technology in Vilnius is exposed in the contexts of housing construction. Demand for the rapid and inexpensive housing construction technology and new reinforced concrete technologies were combined in the field of construction industrialisation and projects of multiple apartment houses. Necessity for original non-standard architectural vertical accents in the monotonous environment characteristic of the quarters of standard apartment houses encouraged to search for an appropriate innovative technology. Monolithic reinforced concrete (as an alternative to prefabricated reinforced concrete large-panel or brickwork construction being unfavourable to the present typology) was chosen due to a range of pragmatic reasons such as comparatively short design and realisation time, lower labour expenditures and less metal input required. Having joined together ideological and pragmatic needs, the monolithic reinforced concrete technology was applied for some ninety apartment houses in Vilnius from 1974 to 1990. Initially employed for the ultimate challenges, i.e. tower-blocks, later the monolithic experiment was used in construction of barrier blocks and terraced houses of composite structures, whereas at the end of the Soviet era it was utilised for construction of single-family houses. Greater technological potential of the experiment having lasted just for eighteen years enabled more freedom in interpretation of the plan structure of an apartment house, therefore, innovations in living spaces are an integral part of the monolithic experiment. Sculpturesqueness of monolithic towers, form iconicity, demonstration of functional building segments in the plan and volume point to ideological changes in modernist architecture. Switchover from one form to structural combination of a few ones, display of the present structurality in the volume also suggest reflections of structural ideas of "spatial blocks" in design of apartment houses, wherein a flat or a group of flats turn into a segment or block of the plan and spatial structure. Being able to open a range of opportunities for exposition of monolithic reinforced concrete and texture thereof, thereby ensuring development of the "techno-functional" structuralism trend, the monolithic reinforced concrete technology failed to gain the expected scope in the real life due to limited technological possibilities. Contextual ideas, born in the sixties of the 20th c. and declaring the necessity to reinterpret the principles of historic architecture and the old city forms as well as to adapt them to the newly developed urban areas, are also found in the changes of Lithuanian architectural and urban thought. The notion of architectural mounds of Vilnius generated during this period was both elaborated in the central part of the city and rephrased in residential districts. Monolithic tower-blocks were clustered next to the major (micro)raion centres, thereby forming mounds, or were used as peaks of the mounds shaped of standard apartment houses, often turning into the functional concentration points of microraions themselves. At that time, the idea of a barrier block acting as a protection wall that safeguards the microraion against highway noise was developed, however, it was worked out just on the basis of the monolithic technology. Demand for the morphotype with respect to switchover from free building-up to perimeter one and possibilities thereof are marked by construction of perimeter blocks of apartment complexes, the ideas of "privacy" reborn wherein were eventually transformed in projects of monolithic terraced and individual houses as well as in very few realisations. Monolithic reinforced concrete apartment houses represent the technological heritage of the uncompleted and discontinued monolithic experiment having gone out together with the Soviet era. Non-relevant scopes of apartment house construction with the scale of that time as well as the doubts having arisen at the end of the Soviet period with respect to justification of the monolithic technology in construction of apartment houses testify to the end of the monolithic experiment under discussion. Application field of monolithic reinforced concrete moves to interior building structures "dressing" the exterior with modern materials, therefore, monolithic facades just remain a part of the experiment of the past Soviet era, the reverberations whereof are found in individual buildings of today's architecture solely. Santrauka Gelžbetonio kaip kokybinio architektūrinės minties šuolio kaltininko dviprasmiškumas pokarinėje modernistinės architektūros raidoje ypač matomas iš kontraversiškų šios medžiagos naudojimo krypčių ir mastų: nuo industrializuotos masinės surenkamų gelžbetoninių stambiaplokščių namų statybos kaip grynojo pragmatiškumo iki pavienių išskirtinės plastikos monolitinio gelžbetonio architektūros pavyzdžių kaip idėjos skleidėjų. Būtent monolitinio gelžbetonio technologijos idėjiškumo ir pragmatiškumo santykis straipsnyje ir nagrinėjamas, šį klausimą perkėlus į Vilniaus gyvenamosios statybos kontekstus. Monolitinio gelžbetonio gyvenamieji namai, pastatyti naudojant savo laiku inovatyvią ir eksperimentinę technologiją, pasirinkti dėl palyginti nedidelio jų įgyvendinimo masto ir dėl to, kad šis eksperimentas tetruko ne visus porą paskutinių sovietinės eros, kurios pabaiga žymi ir šio fenomeno nutrūkimą, dešimtmečių. Tekste siekiama atsakyti, kokie pragmatiniai ir idėjiniai postūmiai lėmė šios technologijos plėtojimą, kokios architektūrinės ir urbanistinės idėjos skleidžiasi šiuose objektuose; kodėl monolitinis eksperimentas, kuriam nemenkas vaidmuo numatytas neįvykusiuose miesto plėtros ateities planuose, pasibaigė kartu su sovietmečiu ir kaip reiškiasi šiandieniniai šio reiškinio vertinimai bei architektūrinės interpretacijos.
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Kazakov, Dmitry, Aleksandr Tkachenko, Arben Arzumanov, Leonid Bolotskikh, and Andrey Mishchenko. "Development of technology for the construction of heat-efficient monolithic vaults from basalt fiber concrete." E3S Web of Conferences 258 (2021): 09041. http://dx.doi.org/10.1051/e3sconf/202125809041.

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The paper considers the issue of erection of structures of buildings and structures from monolithic dispersed-reinforced concrete, capable of performing not only a load-bearing, but also a protective function. The analysis of a number of dispersed-reinforced concretes with both structural and thermal insulation properties has been carried out. An increase in thermal efficiency is expected through the use of industrial porous aggregates. The technical indicators of samples of basalt-fiber-reinforced concrete with fillers: perlite and foam glass have been experimentally investigated. Experimental relationships are obtained that characterize the compressive and bending strength, as well as the thermal conductivity of the materials under study.
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A.Farzaliyev, S., ., and . "Improving the Efficiency of Construction of High-Rise Monolithic Reinforced Concrete Buildings with the Introduction of Innovative Technologies and Technologies." International Journal of Engineering & Technology 7, no. 3.2 (June 20, 2018): 107. http://dx.doi.org/10.14419/ijet.v7i3.2.14384.

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Innovations' application of techniques and technologies to modern construction production, along with the reduction of manual labor, also boosts its technical and economic performance. Construction production is one of the fields in the country that plays the most important role and reflects the dynamics of the development of the economy in itself. In our country, the issue of organizing a cheap housing market has an importance among a number of socio-economic issues. The programmes adopted in this direction and the initiatives dealing with the improvement of housing conditions for people from a number of categories are evident proof of this. And this, in its turn, requires the solution of a number of organizational and technological problems of construction work carried out by monolithic reinforced concrete structures before both the designers and builders. The article explores the ways of timely commissioning of high-rise monolithic reinforced concrete buildings, improving the organization of work, and increasing the technological efficiency to reduce the cost of construction products. It was determined that during the reinforcement of monolithic reinforced concrete structures, automation of works will reduce labor costs, material consumption, product cost and construction time, while technological efficiency is increasing.
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Pešata, Michal, Lukáš Procházka, Vlastimil Bilek, and Jana Boháčová. "Construction-Technical Survey of the Interspace of an Industrial Chimney." Solid State Phenomena 322 (August 9, 2021): 209–13. http://dx.doi.org/10.4028/www.scientific.net/ssp.322.209.

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Chimneys are high-rise buildings indispensable for the operation of important plants in industry and in energy. The paper deals with the description and evaluation of defects found on reinforced concrete structures in the chimney interspace. The object of the inspection was a chimney with a reinforced concrete monolithic stem and an offset protective casing. The space between the housing and the stem is ventilated. During the operation of the chimney, aggressive condensate penetrates into the interspace, as a result of which unprotected reinforced concrete structures can degrade.
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Karpiuk, Іryna, and Vasyl Karpiuk. "Surface Subsidence Ground During Tunnel Construction." Central Ukrainian Scientific Bulletin. Technical Sciences, no. 3(34) (October 2020): 194–200. http://dx.doi.org/10.32515/2664-262x.2020.3(34).194-200.

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The cross-sectional area of the tunnel, fortified with a rim, is always smaller than the excavation area in the ground. Exact methods are still very arbitrary and need to be improved. The article presents the results of calculating the internal force factors of a monolithic reinforced concrete frame of a vaulted tunnel. The data obtained in the calculation of the PC "PLAXIS-8".
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Dissertations / Theses on the topic "Reinforced concrete monolithic construction"

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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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Severa, Aleš. "Obytný komplex s provozovnou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227444.

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This thesis deals with the layout, construction, fire and thermal technical solution for residential building with business part. The residential complex is divided into four functional parts - underground garages, administrative, operational and residential part. This proposed building has four floors and a basement. The upper floor is sheltered by a flat roof. The constructional system is made of reinforced concrete columns and walls in the first two floors, as for the next floors the brick wall construction is used. The ceiling construction is a monolithic reinforced concrete panel with cross tension.
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Pappová, Martina. "Architektonická studie cyklistického stadionu /dráhy/ Favorit Brno /na volné ploše v Brně Komárově/." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-391844.

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The subject of the diploma thesis is an architectural study of a velodrome in Brno Komárov. It is an indoor cycling track which is still missing in the Czech Republic. The whole site of the Hněvkovského sports complex in Komárov was elaborated within the architectural study. The aim of the proposal was to attract a wide range of visitors to the site, so not only buildings for sports were designed. But also two sets of buildings as a modular construction from containers providing premises for rent. The construction of the velodrome was deign as a combination of monolithic reinforced concrete and steel truss structure. The cladding is design from insulated panel system.
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Skopalová, Barbora. "Stavebně technologické řešení objektu Centrum polymerních systémů Zlín." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227451.

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This diploma thesis deals with constructive technological project of Polymer system centre in Zlín. Main aim of diploma thesis is working out on the rough construction with the point of view of material resources, financial plan and time plan. Thesis contents technical report, technological regulation for monolithic reinforced concrete frame, plan of lifting mechanization, construction site lay out, plan of controls and tests for quality, calculation and work schedule.
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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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Sedláček, Stanislav. "Komerční dům v Brně - stavebně technologická příprava výstavby." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240216.

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The aim of my thesis was to perform construction and technological preparation of the construction of commercial house in Brno in the street Křídlovická. The introduction contains the expected design and construction process of the proposed building as a whole. It is also prepared a preliminary draft of the financial cost of the entire project designed according THU and object schedule. Furthermore, the implementation of the project construction site for a major part of the commercial house. Gradually work focuses mainly on the implementation of the technological stage of construction site with detailed processing procedure for the implementation of monolithic concrete structures of the building.
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Kročová, Romana. "Bytový dům v Uherském Hradišti." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226769.

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The topic of the thesis is the design of new residential building in Uherské Hradiště. The aim is to develop detailed documentation for construction. The work includes studies, drawings, text and part of the calculation. It is a detached residential building with ground plan dimensions of approximately 16,5 x 26,5m. The building has 4 floors and a flat roof. The building is made of ceramic bricks, ceilings are monolithic reinforced concrete. Roofing is made up of single shell flat roof. The building is located on undeveloped land in housing estates on flat terrain. Residential building contains 16 apartments. Part of the 1st floor is also 6 separate garage.
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Halanič, Daniel. "Příprava a realizace Protonového terapeutického centra v Praze." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392189.

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The diploma thesis deals with the construction technological project of carcass SO – 001 Proton Therapy Center. The thesis is focused on part B (gantry) of hospital building Proton Therapy Center in Bulovka Hospital area in Prague. The thesis is being processed vertical and horizontal massive monolithic reinforced concrete skeleton realization. The thesis is report, budget, time schedule, technological specification, design of site equipment, design of machinery, design of road construction and next text and drawing documentation processed by assignment of diploma thesis.
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Motamed, Jubin. "Monolithic beam to external column joints in reinforced concrete." Thesis, University of Westminster, 2010. https://westminsterresearch.westminster.ac.uk/item/90727/monolithic-beam-to-external-column-joints-in-reinforced-concrete.

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The benefits of high strength concrete (HSC) in the construction of multi-storey buildings are commonly acknowledged. Past researchers have investigated the suitability of design codes for the use of HSC [1]. However, there are concerns about the shear behaviour of HSC beams and BCJ used in the construction of these buildings. HSC beams have equal or less shear resistance compared to normal strength concrete (NSC) beams [2], and the brittleness of HSC material could be unsuitable for BCJ as confinement stirrups may not be as effective as NSC in the column due to a smaller Poisson’s ratio. This research investigates the behaviour of HSC beams, BCJ and transfer beam column joints (TBCJ), and develop appropriate design modifications to improve their shear capacity. HSC beams were strengthened with horizontal web bars (HWB), while TBCJ were strengthened with central vertical bars (CVB). Finite element (FE) models were developed for these structures and the numerical results were compared with those of the published experimental results, concluding that good agreement had been achieved. Beam span/depth (a/d) ratio of 1.5≤a/d ≤3.02 and BCJ of beam to column depth ( db/dc ) ratio of 1.33 ≤ db/dc ≤3.1 were analysed. The FE models were compared with published test results and further ones were developed to carry out various parametric investigations. Struts and ties were mechanically modelled for beams with HWB and for TBCJ with CVB are used to recommend design equation modifications for the design of HSC beams with HWB and TBCJ with CVB. It was found that HWB and CVB are effective in beams and BCJ only with HSC as they have little influence when they were used with NSC. Using HWB in HSC beams and CVB in HSC TBCJ improved the shear capacity of these structures by 130% and 31% respectively. 1 - Regan, P. E., Kennedy -Reid I. L., Pullen, A. D., Smith, D. A. ‘The influence of aggregate type on the shear resistance of reinforced concrete’ – The Structural Engineer. 6 December 2005. p 27-32. 2 - Al-Hussaini, A. Motamed, J. ‘HSC beams with combination of links and horizontal web steel as alternative shear reinforcement’. 6th International Symposium on Utilization of High Strength/High Performance Concrete, Leipzig, June 2002. p 611- 619
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Houha, Jan. "Stavebně technologický projekt přístavby Senior centrum Blansko." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265225.

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Content of this master‘s thesis is construction technological project of the extension Senior Centrum Blansko. The main object is a three-storyed, designed as a monolithic skeleton construction. The masters’s thesis contains technical report of the construction technological project, suggested construction site installations, proposal of suitable machines and mechanisms required for construction, time schedule, budget, wider relations of transport lines to construction site, implementation of monolithic concrete structures and control and test plan.
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Books on the topic "Reinforced concrete monolithic construction"

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Alekseenko, Vasiliy, and Oksana Zhilenko. Design, construction and operation of buildings in seismic areas. ru: 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 of anti-seismic measures during construction are outlined. Architectural, construction, design and technological aspects of construction in seismic areas are revealed. Meets the requirements of Federal state educational standards of higher education of the latest generation. It is intended for students studying in the areas of training 08.03.01 and 08.04.01 "Construction" in the following disciplines: "Design, construction and operation of buildings in seismic areas", "Theory and design of buildings and structures in seismic areas".
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F, Limbrunner George, ed. Reinforced concrete design. 2nd ed. Englewood Cliffs, N.J: Prentice-Hall, 1986.

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F, Limbrunner George, ed. Reinforced concrete design. 3rd ed. Englewood Cliffs, N.J: Prentice Hall, 1992.

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F, Limbrunner George, ed. Reinforced concrete design. 4th ed. Upper Saddle River, N.J: Prentice Hall, 1998.

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Wang, Chu-Kia. Reinforced concrete design. 5th ed. New York, NY: HarperCollins, 1992.

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Wang, Chu-Kia. Reinforced concrete design. 4th ed. New York: Harper & Row, 1985.

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1932-, Breen J. E., and Jirsa J. O, eds. Reinforced concrete fundamentals. 5th ed. New York: Wiley, 1988.

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Wang, Chu-Kia. Reinforced concrete design. 7th ed. Hoboken, NJ: John Wiley & Sons, 2007.

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Wang, Chu-Kia. Reinforced concrete design. 6th ed. Menlo Park, Calif: Addison-Wesley, 1998.

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L, Gamble W., ed. Reinforced concrete slabs. 2nd ed. New York: Wiley, 2000.

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Book chapters on the topic "Reinforced concrete monolithic construction"

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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, 571–79. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-42939-3_56.

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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, 105–14. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-85043-2_10.

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Setareh, Mehdi, and Robert Darvas. "Formwork for Monolithic Concrete Construction." In Concrete Structures, 517–65. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24115-9_8.

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Mosley, W. H., J. H. Bungey, and R. Hulse. "Composite construction." In Reinforced Concrete Design, 350–73. London: Macmillan Education UK, 1999. http://dx.doi.org/10.1007/978-1-349-14911-7_13.

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Dickey, Walter L. "Reinforced Concrete Masonry Construction." In Handbook of Concrete Engineering, 632–62. Boston, MA: Springer US, 1985. http://dx.doi.org/10.1007/978-1-4757-0857-8_17.

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Garrido Vazquez, E., A. Naked Haddad, E. Linhares Qualharini, L. Amaral Alves, and I. Amorim Féo. "Pathologies in Reinforced Concrete Structures." In Sustainable Construction, 213–28. Singapore: Springer Singapore, 2016. http://dx.doi.org/10.1007/978-981-10-0651-7_10.

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Bussell, Michael. "Conservation of Concrete and Reinforced Concrete." In Structures & Construction in Historic Building Conservation, 192–210. Oxford, UK: Blackwell Publishing Ltd, 2008. http://dx.doi.org/10.1002/9780470691816.ch11.

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Setareh, Mehdi, and Robert Darvas. "Metric System in Reinforced Concrete Design and Construction." In Concrete Structures, 591–605. Cham: Springer International Publishing, 2016. http://dx.doi.org/10.1007/978-3-319-24115-9_10.

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Vera-Agullo, J., V. Chozas-Ligero, D. Portillo-Rico, M. J. García-Casas, A. Gutiérrez-Martínez, J. M. Mieres-Royo, and J. Grávalos-Moreno. "Mortar and Concrete Reinforced with Nanomaterials." In Nanotechnology in Construction 3, 383–88. Berlin, Heidelberg: Springer Berlin Heidelberg, 2009. http://dx.doi.org/10.1007/978-3-642-00980-8_52.

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Němeček, Jiří, and Yunping Xi. "Electrochemical Injection of Nanoparticles into Existing Reinforced Concrete Structures." In Nanotechnology in Construction, 213–18. Cham: Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-17088-6_27.

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Conference papers on the topic "Reinforced concrete monolithic construction"

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Subbotin, А. I., M. N. Shutova, S. G. Chutchenko, V. А. Subbotin, I. А. Subbotin, A. S. Podskrebalin, and А. I. Subbotin. "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). Paris, France: Atlantis Press, 2019. http://dx.doi.org/10.2991/isees-19.2019.100.

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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. Pristina, Kosovo: University for Business and Technology, 2013. http://dx.doi.org/10.33107/ubt-ic.2013.4.

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Schladitz, Frank, Matthias Tietze, Matthias Lieboldt, Alexander Schumann, Maria Patricia Garibaldi, and Manfred Curbach. "Carbon reinforced concrete in construction practice." In IABSE Conference, Kuala Lumpur 2018: Engineering the Developing World. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2018. http://dx.doi.org/10.2749/kualalumpur.2018.0348.

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<p>One of the world's largest R &amp; D projects within the construction industry focuses on carbon reinforced concrete technology. Civil engineering is an old-fashioned industry with very slow innovation strength. Despite this difficulty, a new method of construction, planning and industrial production shall be established to solve most pressing foreseen problems. The new composite material made of carbon and concrete is leading the way to establish a new durable, lightweight and resource efficient building method. Furthermore, the use of carbon reinforced concrete in single construction projects has increased in the last years. The purpose of this paper is to show the range of application that is already possible in carbon reinforced concrete.</p>
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Moy, Charles, and Silas Oluwadahunsi. "Textile-reinforced mortar external strengthening of corroded reinforced concrete beams." In Fifth International Conference on Sustainable Construction Materials and Technologies. Coventry University and The University of Wisconsin Milwaukee Centre for By-products Utilization, 2019. http://dx.doi.org/10.18552/2019/idscmt5181.

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Budi, Agus Setiya, and A. P. Rahmadi. "Performance of wulung bamboo reinforced concrete beams." In PROCEEDINGS OF THE 3RD INTERNATIONAL CONFERENCE ON CONSTRUCTION AND BUILDING ENGINEERING (ICONBUILD) 2017: Smart Construction Towards Global Challenges. Author(s), 2017. http://dx.doi.org/10.1063/1.5011490.

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Richardson, Alan, and Daniel Tarbox. "Strengthening Concrete Beams Using Fibre Reinforced Polymer." In The Seventh International Structural Engineering and Construction Conference. Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_m-74-563.

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Monti, Giorgio. "Confining Reinforced Concrete with FRP: Behavior and Modeling." In International Workshop on Composites in Construction. Reston, VA: American Society of Civil Engineers, 2001. http://dx.doi.org/10.1061/40596(264)23.

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Wieckowski, Andrzej. "Automation of the Execution of Monolithic Reinforced Ceilings." In 34th International Symposium on Automation and Robotics in Construction. International Association for Automation and Robotics in Construction (IAARC), 2018. http://dx.doi.org/10.22260/isarc2018/0171.

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Hasegawa, Y. "Robotization of Reinforced Concrete Building Construction in Japan." In Colloque CAO et Robotique en Architecture et BTP (3rd International Symposium on Automation and Robotics in Construction). Paris: Hermes, 1986. http://dx.doi.org/10.22260/isarc1986/0032.

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Ongpeng, Jason, Cheryl Roxas, Iona Rubinos, Andrew Escleto, Sherie Tan, Erica Bolivar, Martin Kalaw, and Michael Promentilla. "Reinforced alkali-activated concrete with induced corrosion." In Fifth International Conference on Sustainable Construction Materials and Technologies. Coventry University and The University of Wisconsin Milwaukee Centre for By-products Utilization, 2019. http://dx.doi.org/10.18552/2019/idscmt5124.

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Reports on the topic "Reinforced concrete monolithic construction"

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Ramey, M. R., and G. Daie-e. Preliminary investigation on the suitablity of using fiber reinforced concrete in the construction of a hazardous waste disposal vessel. Office of Scientific and Technical Information (OSTI), July 1988. http://dx.doi.org/10.2172/6382922.

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Roesler, Jeffery, Sachindra Dahal, Dan Zollinger, and W. Jason Weiss. Summary Findings of Re-engineered Continuously Reinforced Concrete Pavement: Volume 1. Illinois Center for Transportation, May 2021. http://dx.doi.org/10.36501/0197-9191/21-011.

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This research project conducted laboratory testing on the design and impact of internal curing on concrete paving mixtures with supplementary cementitious materials and evaluated field test sections for the performance of crack properties and CRCP structure under environmental and FWD loading. Three experimental CRCP sections on Illinois Route 390 near Itasca, IL and two continuously reinforced concrete beams at UIUC ATREL test facilities were constructed and monitored. Erodibility testing was performed on foundation materials to determine the likelihood of certain combinations of materials as suitable base/subbase layers. A new post-tensioning system for CRCP was also evaluated for increased performance and cost-effectiveness. This report volume summarizes the three year research effort evaluating design, material, and construction features that have the potential for reducing the initial cost of CRCP without compromising its long-term performance.
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Diggs-McGee, Brandy, Eric Kreiger, Megan Kreiger, and Michael Case. Print time vs. elapsed time : a temporal analysis of a continuous printing operation. Engineer Research and Development Center (U.S.), August 2021. http://dx.doi.org/10.21079/11681/41422.

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In additive construction, ambitious goals to fabricate a concrete building in less than 24 hours are attempted. In the field, this goal relies on a metric of print time to make this conclusion, which excludes rest time and delays. The task to complete a building in 24 hours was put to the test with the first attempt at a fully continuous print of a structurally reinforced additively constructed concrete (ACC) building. A time series analysis was performed during the construction of a 512 ft2 (16’x32’x9.25’) building to explore the effect of delays on the completion time. This analysis included a study of the variation in comprehensive layer print times, expected trends and forecasting for what is expected in future prints of similar types. Furthermore, the study included a determination and comparison of print time, elapsed time, and construction time, as well as a look at the effect of environmental conditions on the delay events. Upon finishing, the analysis concluded that the 3D-printed building was completed in 14-hours of print time, 31.2- hours elapsed time, a total of 5 days of construction time. This emphasizes that reports on newly 3D-printed constructions need to provide a definition of time that includes all possible duration periods to communicate realistic capabilities of this new technology.
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THE STRUCTURAL AND CONSTRUCTION PERFORMANCES OF A LARGE-SPAN HALF STEEL-PLATE-REINFORCED CONCRETE HOLLOW ROOF. The Hong Kong Institute of Steel Construction, March 2019. http://dx.doi.org/10.18057/ijasc.2019.15.1.3.

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