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Journal articles on the topic 'Reinforced concrete monolithic staircase'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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1

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 (April 12, 2019): 180–81. http://dx.doi.org/10.36629/2686-9896/2019-1-1-180-181.

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2

Marcinkiewicz, Krzysztof, and Matthew Wells. "Staircase showcase for ultra-high-strength fibre-reinforced concrete." Proceedings of the Institution of Civil Engineers - Civil Engineering 167, no. 3 (August 2014): 131–37. http://dx.doi.org/10.1680/cien.14.00003.

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3

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

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4

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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5

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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6

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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7

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 (June 8, 2010): 58–61. http://dx.doi.org/10.1007/s11204-010-9089-1.

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8

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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9

Petrov, Vladilen V., and Vasily G. Murashkin. "MONOLITHIC REINFORCED CONCRETE FLOOR WITH HIGH-LOAD CAPACITY." Expert: Theory and Practice, no. 1 (2021): 38–45. http://dx.doi.org/10.51608/26867818_2021_1_38.

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10

Chiadighikaobi, Paschal Chimeremeze, Vladimir Jean Paul, and Christopher Kneel Stewart Brown. "The Effectiveness of Basalt Fiber in Lightweight Expanded Clay to Improve the Strength of Concrete Helicoidal Staircase." Materials Science Forum 1034 (June 15, 2021): 187–92. http://dx.doi.org/10.4028/www.scientific.net/msf.1034.187.

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Staircase is a very important structural element found in mostly buildings of more than a floor. The properties of materials and designs used in constructing this structural element are very important. This study addresses the development of ultra-lightweight concrete. How ultra-lightweight concrete can effectively work in helicoidal structure. The flexural strength of this staircase was analysed on a finite element software SCAD. The designed lightweight aggregates concrete is targeted to be used in staircase of a structure having the shape of helicoid. In the concrete, chopped basalt fiber portion was added to each concrete mixture specimen reinforced as reinforcement. The basalt fiber percentages used are 0, 0.45, 0.9, 1.2 and 1.6. The developed lightweight expanded clay basalt fiber concrete showed significant increase in the flexural strength. The loads applied on this helicoidal concrete staircase in SCAD were derived from the laboratory experiments conducted on the concrete specimens on the 28 days curing period. This combination of values exceeds, to the researchers' knowledge, the performance of all other lightweight building materials. Furthermore, the developed lightweight concrete possesses excellent durability properties.

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11

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 assembly work facilitation along with reducing building frame costs. To perform testing of connection nodes between monolithic reinforced concrete beamless non-bearing slab and reinforced concrete column for shear existing calculating algorithm was improved using the designed formula. A connection node for a shear along the column body calculation according to the technique was also implemented as a software program. A technique for calculating a connection node between monolithic beamless non-capital concrete reinforced slab and concrete reinforced columns was developed. Visual Basic for Applications was used to automate calculating of the connection nodes for shear. The research results have been implemented into practical design and calculation during extension of manufacturing building of Skvira confectionary shop in Skvira settlement.

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12

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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13

Hing Kwong, Tang, Rudy Tawie, and Siti Rozana Romali. "Forensic to the Reinforced Concrete (RC) Structures at Library." Journal of Advanced Research in Applied Sciences and Engineering Technology 19, no. 1 (June 30, 2020): 6–14. http://dx.doi.org/10.37934/araset.19.1.614.

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This Forensic project has been proposed to investigate the reinforced concrete structure defect at library. There were found 65 points cracks and 20 points spalling in library such as only at reinforced concrete beam and slab part in first floor. The total of cracks which crack width less than 0.25 mm is 63 points and the crack width between 0.25 mm to 5.00 mm is 2 points only. These cracks had categorized as fine cracks because the crack width not more than 5 mm. There was 21 samples Rebound Hammer test was random measured the existing concrete compressive strength of critical structures which six samples at beams, six samples at slabs, six samples at columns and three samples at staircase in library. The Rebound Hammer test shown that average mid-point strength at beam is 33 N/mm2, slab is 25 N/mm², column is 38 N/mm2 and staircase is 37 N/mm2 . Based on the Eurocode 2, the minimum grade concrete required is 25N/mm2 to do the design for reinforced concrete structures, which all the existing concrete strength were achieved the minimum concrete strength. Finally, the Orion software are used to analysis and determine the size of steel reinforcement, the design found the required bar size of steel reinforcement at the middle span or continuous support is 2T16 & 2T25 or 2T20 & 2T25 but the existing steel reinforcement is 2T12 and 2T20 which the existing steel reinforcement could not be sustained the big loading that applied on the library.

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14

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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15

Kuchin, V. N., and N. V. Shilonosova. "Features of peripheral heating of monolithic reinforced concrete structures." IOP Conference Series: Materials Science and Engineering 451 (December 14, 2018): 012088. http://dx.doi.org/10.1088/1742-6596/451/1/012088.

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16

Kuchin, V. N., and N. V. Shilonosova. "Features of peripheral heating of monolithic reinforced concrete structures." IOP Conference Series: Materials Science and Engineering 451 (December 14, 2018): 012088. http://dx.doi.org/10.1088/1757-899x/451/1/012088.

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17

Ghulyan, Armine B., Garegin L. Tepanyan, and Boris J. Sargsyan. "Problems of Formation of Complex Monolithic Reinforced Concrete Structures." Key Engineering Materials 828 (December 2019): 153–57. http://dx.doi.org/10.4028/www.scientific.net/kem.828.153.

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The features of the structures of complex monolithic reinforced concrete structures are given, the necessity of their organizational and technological design to ensure quality, reduce the duration and safety of construction and installation works is substantiated. A fragment of the formwork for complex curvilinear beams is presented, where the permanent and temporary loads, the permitted steps of the main and secondary beams and remote scaffolds for the PERI and CRAMOS modular formwork systems, which are more common in RA, are calculated in detail.

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18

Kuchin, V. N., and N. V. Shilonosova. "Peculiarities of Thermal Treatment of Monolithic Reinforced Concrete Structures." IOP Conference Series: Materials Science and Engineering 262 (November 2017): 012071. http://dx.doi.org/10.1088/1757-899x/262/1/012071.

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19

MITROVIC, B. "VERIFICATION OF THE METHOD OF APPLICATION OF THE REDUCTION COEFFICIENT IN THE CALCULATION OF MONOLITHIC REINFORCED CONCRETE SYSTEMS TO RESIST PROGRESSIVE COLLAPSE." Building and reconstruction 95, no. 3 (2021): 68–75. http://dx.doi.org/10.33979/2073-7416-2021-95-3-68-75.

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The paper presents a method of using the reduction factor to ensure the stability of monolithic reinforced concrete bearing structures to progressive collapse. Within the framework of the verification study, the correctness and validity of the developed method for the computational analysis of monolithic reinforced concrete bearing systems of buildings and structures to resist progressive collapse were proved. The reduction factor (K1) obtained and justified in the framework of the research performed is the most important deformation characteristic of the special limiting state of monolithic reinforced concrete bearing systems of buildings and structures for an emergency design situation associated with the failure of a local structural element.

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20

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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21

Kabantsev, Oleg, and Bozidar Mitrovic. "Deformation and power characteristics monolithic reinforced concrete bearing systems in the mode of progressive collapse." MATEC Web of Conferences 251 (2018): 02047. http://dx.doi.org/10.1051/matecconf/201825102047.

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The paper considers the question of substantiating the choice of criteria for limiting states of monolithic reinforced concrete bearing systems for the regime of progressive collapse. Based on the results of computational and theoretical studies, structural elements and structural units of monolithic reinforced concrete buildings are determined, the destruction of which occurs first of all in the event of a failure of the vertical bearing structure. It is established that the destruction of such structural units and structural elements leads to the initialization of the process of progressive collapse. A computational and theoretical analysis has been performed to determine the ultimate deformation effects or load values according to the criteria for the bearing capacity of crutial units of monolithic reinforced concrete systems with different span sizes. It is established that as a basic criterion for estimating the stress-and-strain state of monolithic reinforced concrete structures for the mode of failure of a vertical bearing structure, the relative deformation amount corresponding to the formation of the “fracture” zone of the retaining section of the overlap under the action of transverse forces can be adopted.

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22

Nesvetaev, Grigorii, Yulia Koryanova, Aleksei Kolleganov, and Nikita Kolleganov. "On the Issue of Standardizing Concrete Frost Resistance to Ensure the Reinforced Concrete Structures Durability." Materials Science Forum 1043 (August 18, 2021): 1–7. http://dx.doi.org/10.4028/www.scientific.net/msf.1043.1.

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When erecting monolithic reinforced concrete structures, the structure of concrete can differ significantly from the laboratory standard due to the complexity of providing favorable conditions for hardening, and therefore the compressive strength and especially the frost resistance of concrete may not meet the design requirements, which can negatively affect the reinforced concrete structure durability and require amplification, especially in earthquake-prone areas [1, 2]. Increasing the durability of reinforced concrete structures is possible by creating a rational stress field, for example, by prestressing, incl. variable along the length of the structure [3,4], but this technique is difficult to implement for monolithic reinforced concrete structures. It is possible to use effective materials or methods of manufacturing structures [5, 6]. But this is also mainly problematic for use in the construction of monolithic reinforced concrete structures. Generally accepted methods of calculating the reinforced concrete structures durability subjected to cyclic freezing-thawing during operation, incl. in a water-saturated state, do not exist. At the design stage, ensuring the durability of such reinforced concrete structures is mainly reduced to the reasonable assignment of requirements for concrete quality indicators, depending on the operating conditions, which is the focus of BC 28.13330.2017 (EN 206) and GOST 31384-2017 from the premise of ensuring durability of at least 50 years. In the above-mentioned norms of the Russian Federation, in fact, two approaches are presented to ensure the durability of reinforced concrete structures during cyclic freezing-thawing, incl. in a water-saturated state, namely: designing a concrete structure capable of working under such conditions by standardizing the values of cement consumption, W/C ratio, class of concrete in terms of compressive strength, amount of entrained air, or rationing of concrete grades in terms of frost resistance F1 (first base method GOST 10060-2012 provides for freezing in air, saturation and thawing in water) or F2 (second base method GOST 10060-2012 provides for freezing in air, saturation and thawing in 5% sodium chloride solution). The purpose of this work is to compare various approaches to ensuring the durability of reinforced concrete structures operated during cyclic freezing-thawing and to analyze the provision of durability with standardized indicators when designing the structure of concrete.

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23

Derkach, V. N. "Joint action of masonry filling and monolithic reinforced concrete frame." Magazine of Civil Engineering 40, no. 5 (August 2013): 20–27. http://dx.doi.org/10.5862/mce.40.2.

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24

Khuzin, Airat, and Alena Sharavina. "Ways to improve the quality of monolithic reinforced concrete structures." IOP Conference Series: Materials Science and Engineering 890 (August 13, 2020): 012127. http://dx.doi.org/10.1088/1757-899x/890/1/012127.

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25

Mailyan, D. R., and Valerio Arreola Lucia Del Socorro. "Effective reinforced concrete structures of monolithic frame buildings and structures." IOP Conference Series: Materials Science and Engineering 913 (September 12, 2020): 032049. http://dx.doi.org/10.1088/1757-899x/913/3/032049.

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26

Topchiy, Dmitry, Alina Bolotova, Alexey Vorobev, and Alevtina Atamanenko. "Reprofiling of transport infrastructure objects with monolithic reinforced concrete frame." IOP Conference Series: Materials Science and Engineering 918 (October 7, 2020): 012025. http://dx.doi.org/10.1088/1757-899x/918/1/012025.

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27

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 weight and the use of permanent formwork. Reduction in own weight of the precast-monolithic floor slab is ensured by the use of volumetric lightweight trapezoidal or rectangular inserts, preferably made of expanded polystyrene, during its installation. The use of permanent formwork will eliminate the need for the subsequent performance of labor-intensive finishing and insulation works. To confirm the effectiveness of using the proposed method of precast-monolithic floor slab installation, the operation of two floor slabs was modeled in the LIRA SAPR computing complex - the proposed reinforced concrete innovative slab and a solid reinforced concrete slab. Having analyzed the calculated forces, deformations and the corresponding consumption of reinforcement and concrete, comparative indicators were obtained for the proposed innovative slab and for a typical solid floor slab. As a result, significant savings in material and cost have been proven.

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28

Mitrovic, Bozidar. "Assessment of the resistance of monolithic reinforced concrete bearing systems to progressive collapse based on the principle of the level of permissible damage." Earthquake Engineering. Construction Safety, no. 3 (June 25, 2021): 61–72. http://dx.doi.org/10.37153/2618-9283-2021-3-61-72.

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The paper presents a method of using the reduction factor to ensure the stability of monolithic reinforced concrete bearing structures to progressive collapse. Studies have established the values of the reduction factor based on the accepted value of the relative deformation corresponding to the formation of an admissible zone of "destruction" of the support section of the overlap under the action of transverse forces, as the main criterion for asessing the stress-strain state of monolithic reinforced concrete structures for the failure mode of a vertical supporting structure. The accepted deformation criteria for a special limiting state correctly reflect the conditions for the formation of an admissible amount of damage to elements of bearing reinforced concrete systems. The reduction factor (K1) obtained in the framework of the research performed is the most important deformation characteristic of the special limiting state of monolithic reinforced concrete bearing systems of buildings and structures for an emergency design situation associated with the failure of a local structural element.

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29

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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Bedov, Anatoliy I., Aleksandr S. Salov, Azat I. Gabitov, Dmitriy М. Kuznetsov, and Elza A. Sadykova. "COMPUTER TECHNOLOGIES IN THE FORMATION OF COMPUTED MODELS OF MONOLITHIC REINFORCED CONCRETE STRUCTURES." International Journal for Computational Civil and Structural Engineering 13, no. 4 (December 31, 2017): 37–46. http://dx.doi.org/10.22337/2587-9618-2017-13-4-37-46.

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The areas of application of concrete and reinforcement of higher grades for strength in structural elements of a monolithic reinforced concrete frame are considered. Analytic dependencies, criteria and boundary conditions are proposed that numerically describe the relationship between increasing the strength of concrete and reducing the consumption of reinforcing steel for bent and compressed-bent elements. Calculation-analytical models of the deformation state of overlaps of a monolithic reinforced concrete multi-storey frame have been developed on the basis of multifactor numerical studies carried out for various values of the thicknesses of ceilings, spans, operating loads, classes of concrete and reinforcement. Calculated parameters of slabs are determined, which determine their bearing capacity. On the basis of computer technology, the optimum section of a reinforced concrete element is modeled according to the criterion of reducing the material consumption and rational combination of classes of concrete and reinforcement.

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Alabduljabbar, Hisham, Rayed Alyousef, Hossein Mohammadhosseini, and Tim Topper. "Bond Behavior of Cleaned Corroded Lap Spliced Beams Repaired with Carbon Fiber Reinforced Polymer Sheets and Partial Depth Repairs." Crystals 10, no. 11 (November 9, 2020): 1014. http://dx.doi.org/10.3390/cryst10111014.

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The present research investigated the bond behavior of a cleaned corroded reinforcing bar repaired with a partial depth concrete repair and a partial depth concrete repair followed by the application of fiber-reinforced polymer (FRP) sheets. Twelve lap splice beams were cast and tested under static loading. The test variables considered were a partial depth repair with prepackaged self-consolidating concrete (SCC) for six lap splice beams and additional confinement with carbon fiber reinforced polymer (CFRP) sheets for another six beams. The test results for the repaired lap splice beams were compared with those for a monolithic lap splice beam. This research found that the average bond strength increased as the bar mass loss increased for all bonded lengths. The lap splice beams repaired with partial depth were able to repair concrete with similar properties to those of the monolithic concrete. However, they had higher concrete strength than the monolithic beams which showed a higher average bond strength than the monolithic lap splice beams. The beams confined with FRP sheets showed a rise in the bond strength and the equivalent slip by 34–49%, and 56–260% as compared to the unconfined beams, respectively.

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Kripak, Volodymyr, Vira Kolyakova, and Valentyn Skopets. "Methods of calculation of reinforced concrete monolithic floors with hollow liners." Building constructions. Theory and Practice 1, no. 5 (December 20, 2019): 15–23. http://dx.doi.org/10.32347/2522-4182.5.2019.15-23.

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Shvyrkov, Sergei, and Yan Yuryev. "FIRE RESISTANCE OF MONOLITHIC REINFORCED CONCRETE ENCLOSING WALLS OF TANK FARMS." Fire and Emergencies: prevention, elimination, no. 3 (2018): 5–14. http://dx.doi.org/10.25257/fe.2018.3.5-14.

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Fedorova, N. V., and Vu Tuyen Ngoc. "Deformation and failure of monolithic reinforced concrete frames under special actions." Journal of Physics: Conference Series 1425 (December 2019): 012033. http://dx.doi.org/10.1088/1742-6596/1425/1/012033.

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35

RYAZANOVA, Galina N., and Daria M. POPOVA. "ANALYSIS OF EXISTING METHODS OF CONSTRUCTION FROM MONOLITHIC CONCRETE AND REINFORCED CONCRETE IN WINTER CONDITIONS." Urban construction and architecture 8, no. 1 (March 15, 2018): 16–23. http://dx.doi.org/10.17673/vestnik.2018.01.3.

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The advantages of monolithic concrete and reinforced concrete in comparison with traditional technologies are considered. The evaluation of the structure of construction technology is given. The analysis of the main methods of winter concreting with the development of the structure of heating and non-heating methods is given. The main methods of maintaining concrete and reinforced concrete at negative ambient temperatures are described. An algorithm for estimating the methods of winter concreting for technical and economic indicators is developed: labor costs and electricity consumption. Prospects for the development taking into account the technical and economic eff ectiveness of the option of combining non-heating and heating methods for further investigation are outlined.

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Su, Qi Wang. "Finite Element Analysis of Staircase under Earthquake Action." Advanced Materials Research 163-167 (December 2010): 2964–68. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.2964.

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The stair is the vertical transport hinge among stories, it becomes a very important component. the stair is seriously damaged in Wenchuan earthquake, and it failed to perform the role for person escaping in case of emergency. a reinforced concrete frame structure with plate stairs as an example, the finite analysis is used. Calculation result shows that plate stairs have a great influence on earthquake resistant behavior of the structure. Designing without the plate staircase in consideration would lead to structural weakness in some columns and cause seriously damage under earthquake and affect the safety of structure.

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37

Catur Endah Yuliati, Ninik, Dewi Sri Murni, Wisnumurti, and Wibowo Ari. "Comparative study of behaviour of reinforced concrete beam-column joints with reference to monolithic and non-monolithic connection." MATEC Web of Conferences 195 (2018): 02021. http://dx.doi.org/10.1051/matecconf/201819502021.

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The implementation method of reinforced concrete construction has progressed very rapidly. This development aims to speed up time and reduce costs. One of the most widely used methods is the precast method, but the less popular precast method is used for simple storey buildings. Therefore, in this study the semi-precast method, which is easy to implement in a simple storey building, was presented. Parts of columns and beams were cast in place with different casting times. Therefore, the connection become non-monolithic. This study presented a comparison between the deflection and the static load capacity that can be received by the connection of reinforced concrete beam-column which is monolithically connected and non- monolithic. 3 sets of specimens were made to represent monolithic and non-monolithic specimens. The nonmonolithic specimens were made with 2 models, i.e. without and with a notch. The beam-column connections were tested experimentally and compared to the monolithic beam-column connection. The results showed that the notch on non-monolithic test specimens can increase the load capacity and reduce deflection compared to the specimen test without notch. The experimental results also showed that the strength and performance of structural non-monolithic beam-column connections were as good as those of monolithic beam-column joints.

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Muir, C. A., D. K. Bull, and S. Pampanin. "Preliminary observations from biaxial testing of a two-storey, two-by-one bay, reinforced concrete slotted beam superassembly." Bulletin of the New Zealand Society for Earthquake Engineering 45, no. 3 (September 30, 2012): 97–104. http://dx.doi.org/10.5459/bnzsee.45.3.97-104.

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Displacement incompatibility between reinforced concrete moment frames and precast flooring systems has been shown experimentally, and in historical earthquakes, to be an area of concern. Plastic hinge formation necessitates beam damage and the resulting elongation of the beam reduces the seating length of the floor, exacerbates the floor damage and induces unanticipated force distributions in the system. In severe cases this can lead to collapse. The slotted beam is a detail that protects the integrity of the floor diaphragm, respects the hierarchy of strengths intended by the designer and sustains less damage. The detail provides the same ductility and moment resistance as traditional details, whilst exhibiting improved structural performance. This is achieved with only a subtle change in the detailing and no increase in build cost. This paper briefly presents the development of the slotted beam in reinforced concrete. The design and construction of a large scale reinforced concrete slotted beam superassembly is described. The experimental method used to undertake biaxial quasi-static testing is introduced. Preliminary observations from the experiment are presented. It is shown that the reinforced concrete slotted beam is a viable replacement for the traditional monolithic detail. Extremely promising structural performance and significantly reduced damage compared to monolithic reinforced concrete details is presented.

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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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Folic, Radomir, Damir Zenunovic, and Nesib Residbegovic. "Strength of connections in precast concrete structures." Facta universitatis - series: Architecture and Civil Engineering 9, no. 2 (2011): 241–59. http://dx.doi.org/10.2298/fuace1102241f.

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The available experimental and numerical results of many studies of behavior of reinforced concrete connections for different stages of loading, up to fracture loading, are presented and analyzed in this paper. The problem of beam-column connection (or plate-wall connection) in prefabricated monolithic structures is emphasized. Fracture mechanisms of RC structures, the theoretical basis for their analysis, and the use of fracture mechanics in RC structures were also considered, as well as the mathematical models of prefabricated connections. In order to formulate an adequate mathematical model for calculating the connections, the dominant parameters influencing the behaviour of these connections were analyzed. A failure model for the prefabricated wall - monolithic RC plate connection was formulated. In building the model, the results of implemented experimental and numerical research of prefabricated connection in the MMS system from 2007 were used. Experiences with the implementation of the aforementioned construction system in structures in Tuzla, in the 1980's last century, were additionally used. The proposed mathematical models provide a sufficiently accurate failure assessment of prefabricated reinforced concrete connections.

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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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Vatulia, G. L., O. V. Lobiak, S. V. Deryzemlia, M. A. Verevicheva, and Ye F. Orel. "Rationalization of cross-sections of the composite reinforced concrete span structure of bridges with a monolithic reinforced concrete roadway slab." IOP Conference Series: Materials Science and Engineering 664 (October 29, 2019): 012014. http://dx.doi.org/10.1088/1757-899x/664/1/012014.

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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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Subbotin, Vitaliy. "MODELING THE WORK OF THE STRUCTURE STRENGTHENING STRUCTURE STRUCTURE BY THE METHOD OF CONNECTING A FOUNDATION BOARD WITH A REMOVABLE FORMWORK IN A TRAY." Construction and Architecture 8, no. 1 (February 4, 2020): 39–47. http://dx.doi.org/10.29039/2308-0191-2020-8-1-39-47.

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The conditions of creating a model for conducting experimental studies in a tray of a patented reinforcement design of existing strip foundations are considered. It is proposed to simulate and investigate the effectiveness of the new design of reinforcement of the strip foundation, allowing to take into account the rheological processes in the soil of the base when performing measures for structural reinforcement using a profiled sheet in conjunction with monolithic elements. Based on the rules of modeling and similarity theory, it is proposed to determine the optimal conditions for experimental modeling of a solution to strengthen existing monolithic reinforced concrete strip foundations by working together with a monolithic reinforced concrete slab divided by a profiled sheet in height into two parts (upper and lower) with injection wells for injection of a hardening mortar directly under fixed formwork from a profiled sheet

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Ďubek, Marek, Marián Bederka, and Peter Makýš. "The Curing of Concrete Samples with Water - Experimental Verification of the Concrete Properties." Key Engineering Materials 868 (October 2020): 65–69. http://dx.doi.org/10.4028/www.scientific.net/kem.868.65.

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The process of producing a monolithic concrete structure on site is constructed out under different climatic conditions, which can often be unsuitable for setting and hardening of concrete. The necessary conditions for setting and hardening of concrete are ensured by various ways of its curing. In practice, concrete curing is carried out in most cases by water spraying. It is used mostly in reinforced concrete ceiling slabs, which are further discussed in the work. A common procedure is to cure the upper surface of reinforced concrete ceiling slabs. This work therefore deals with the effect of curing of a reinforced concrete slab, on its strength properties. Long-term curing would yield higher values of compressive strength, but it is also necessary to consider how effective it is. As a pilot research in this work is investigating the properties of concrete cubes in various curing. It further develops theoretical possibilities for continuing research.

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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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Aleshin, A. O., V. D. Kudryavtseva, and D. I. Olenich. "Selection of a rational outline of the bearing monolithic reinforced concrete wall." Quality. Innovation. Education, no. 2 (2020): 56–63. http://dx.doi.org/10.31145/1999-513x-2020-2-56-63.

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Sokolov, Nikolai S. "Ground Ancher Produced by Electric Discharge Technology, as Monolithic Reinforced Concrete Structure." Key Engineering Materials 771 (June 2018): 75–81. http://dx.doi.org/10.4028/www.scientific.net/kem.771.75.

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The construction of territories with problematic engineering and geological conditions in the presence of unstable, crossed relief is a complex geotechnical task. Therefore, the main purpose of the work is to study the features of the ground anchor, which is made by electric discharge technology, as a monolithic reinforced concrete structure. The questions related to the provision of safe methods of construction and erection works for the erection of any facility in such territories are related to a multifactor problem connected, primarily with the need to develop special geotechnical technologies tied to real engineering and geological conditions, loads from previously erected buildings and structures and, secondly, the actual implementation of them on a particular construction site. The case considered in the article from the geotechnical practice of construction of the facility is confirmed by the fact that due to the availability of modern design and construction and construction works, it is possible to solve any complex problems related to the issues of ensuring the stability of slopes.

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Kolcunov, V. I., Vu Ngoc Tuyen, and P. A. Korenkov. "Deformation and Failure of a Monolithic Reinforced Concrete Frame under Accidental Actions." IOP Conference Series: Materials Science and Engineering 753 (March 7, 2020): 032037. http://dx.doi.org/10.1088/1757-899x/753/3/032037.

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Topchiy, D., A. Bolotova, A. Grebennikov, and M. Danilochkin. "Analysis of Quality Control Methods and Equipment for Monolithic Reinforced-Concrete Structures." IOP Conference Series: Materials Science and Engineering 1079, no. 4 (March 1, 2021): 042019. http://dx.doi.org/10.1088/1757-899x/1079/4/042019.

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