Relevant bibliographies by topics / Reinforced concrete monolithic staircase

Contents

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

Academic literature on the topic 'Reinforced concrete monolithic staircase'

Author: Grafiati
Published: 4 June 2021
Last updated: 1 February 2022

Create a spot-on reference in APA, MLA, Chicago, Harvard, and other styles

Select a source type:

Consult the lists of relevant articles, books, theses, conference reports, and other scholarly sources on the topic 'Reinforced concrete monolithic staircase.'

Next to every source in the list of references, there is an 'Add to bibliography' button. Press on it, and we will generate automatically the bibliographic reference to the chosen work in the citation style you need: APA, MLA, Harvard, Chicago, Vancouver, etc.

You can also download the full text of the academic publication as pdf and read online its abstract whenever available in the metadata.

Journal articles on the topic "Reinforced concrete monolithic staircase"

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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
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.

Full text
Abstract:
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.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Dissertations / Theses on the topic "Reinforced concrete monolithic staircase"

1

Václ, Jan. "Polyfunkční dům." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226186.

Full text
Abstract:
The thesis deals with new building of the basement multifunctional building with flat roof in town Klatovy. The building has four aboveground and one underground floor. The whole building offers barrier free access. The entrance to the residental part of the building and the stores are on the east side. The entrance to the wine is situated on the west. There are collective garages on the first basement floor. On the first abovegroung floor are selling space, a wine and technical facilities of the building. On the second floor one flat for disabled people and five flats. Six flats are situated od third floor and four flats on fourth floor. The combined construction is made from support system Porotherm and reinforced concrete. The building is based on grillage base from reinforced concrete. The structure of ceiling is made from reinforced concrete. Two elevators and two reinforced concrete monollithic staircases can be found in the building. The roof over the whole building is single-layer with aggravating gravel. The parking is situated in the undergroung part and on the plot belonging to the building and is designed for physiccally disabled people.
APA, Harvard, Vancouver, ISO, and other styles
2

Macourková, Klára. "Nosná ŽB konstrukce objektu hotelu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226723.

Full text
Abstract:
The thesis deals with the static solution of monolitic reinforced concrete concstruction of hotel building. Subject of the solutions is reinforced concrete monolithic point – supported ceiling slab, columns, foundations and staircase. Assesment of these structures by the first ultimate state – carrying capacity.
APA, Harvard, Vancouver, ISO, and other styles
3

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

Full text
Abstract:
This thesis covers brand new detached showroom with one basement and two floors. The building is divided into 2 parts, the major part of the first floor sample room (showroom) for a maximum of 13 vehicles, offices and staff facilities salon. On the second floor is located the finance department and exemplary service area. In the basement of this building are public parking garage for 16 vehicles and car accessories stores. The second part of the new building is just overhead. It consists of a private car service for 5 vehicles, stock tires, utility room, car wash and storage of spare parts for cars. Flat roof supporting structure is made of pre-stressed girders reinforced with cross reinforced concrete slab with insulation. Cladding are ventilated insulated facade, supporting part is reinforced. The showroom form the majority of the building envelope glass facade. Finish of floors in office and showroom premises are ceramic tiles. In the Service and garages cast floor resistant to petroleum substances.
APA, Harvard, Vancouver, ISO, and other styles
4

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.

Full text
Abstract:
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.
APA, Harvard, Vancouver, ISO, and other styles
5

Schusterová, Soňa. "Autosalon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372201.

Full text
Abstract:
This thesis deals with the elaboration of construction project documentation of newly built car showroom with authorized service station and financial centre located in the city of Kroměříž. The building was designed as self-standing with one underground and two above ground floors and is conceptually divided into three tracts – car showroom itself, technical facilities and authorized service station. There are underground garages, storage of new cars and technical rooms situated in the basement. Showroom, sanitary facilities and operational premises, separate client services such as reception, new car selling desk, service station desk, spare parts selling desk or reception technician desk are situated on the ground floor. Also there are storage of spare parts, car wash with utility room and facilities for employees of service station. Service station itself and storage of tires are adjacent to these areas. First floor is only partial and includes financial department, offices and directorate. Construction system of this building is designed as reinforced concrete skeleton with cross-reinforced boards. The skeleton is partially blocked by porous concrete blocks 300 mm thick with thermal insulation of mineral wool 200 mm thick (main part) and 160 mm thick (service station, storage). The facade is ventilated and glazed facade system is used.
APA, Harvard, Vancouver, ISO, and other styles
6

Dvořák, Vít. "Bytový dům na ul. Vinohrady." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265648.

Full text
Abstract:
The master´s thesis is focused on a design of monolithic reinforced concrete construction of an apartment building. The content of this work is design of two ceiling slabs, staircase, supporting columns, walls, girders and concrete pile construction of foundation. Thesis includes working-out of static calculation, elaboration drawing of shape, reinforcement of solved elements and evolvement of assembly drawings. The rest of the project parts are not analysed.
APA, Harvard, Vancouver, ISO, and other styles
7

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.

Full text
Abstract:
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
APA, Harvard, Vancouver, ISO, and other styles
8

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

Full text
APA, Harvard, Vancouver, ISO, and other styles
9

Hlídková, Jana. "Zdravotní středisko." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-410003.

Full text
Abstract:
This master´s thesis deals with a draft of a health centre building in Chlumec nad Cidlinou. The centre is situated on a corner building site with barrier-free access near the city centre. The building is designed with simple functional lines ground on foundation strips with flat green roof. The perimeter walls, internal load-bearing and shear walls are from vertically perforated T&G block bricks. Internal non-load-bearing prefab walls are coated with plasterboard. Ceiling constructions and an attic are made of monolithic reinforced concrete. The building envelope is insulated with mineral wool. Most of the perimeter walls are coated with breathable facade made of lacquered galvanized lamellas and minor part of walls is compositely insulated and plastered with a scratched facade plaster. The health centre building is notionally divided into two masses with a three-storey west part and two-storey east part of the building. Both parts are mutually connected by vertical communication space with elevator looped by counter clockwise three-flight staircase. Ambulant health care will be provided in total 9 consulting rooms, 3 ambulant care offices and private clinic with 3 consulting rooms. Independent business of the commercial area and café provide the additional function. The master´s thesis also includes assessments in terms of fire risk, energy saving and heat protection, acoustics and vibrations, lighting and sunlight.
APA, Harvard, Vancouver, ISO, and other styles
10

Nečinová, Lucie. "Dům s pečovatelskou službou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-225873.

Full text
Abstract:
It handles about a „Retirement home“ named project (3 floors, with a partial basement, building on a slight slope). The base structure is of reinforced concrete strips. The walls of the basement are made with the application of hidden formwork type system BEST. The bearing and non-bearing walls are of majority used silicate bricks. The staircase structure consists of monolithic reinforced concrete 2x brokem slab. For ceilings slab panels, are used Spiroll. The building is finished with a single layered flat roof.
APA, Harvard, Vancouver, ISO, and other styles
More sources

Books on the topic "Reinforced concrete monolithic staircase"

1

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

Find full text
APA, Harvard, Vancouver, ISO, and other styles
2

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

Find full text
APA, Harvard, Vancouver, ISO, and other styles
3

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.

Full text
Abstract:
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".
APA, Harvard, Vancouver, ISO, and other styles

Book chapters on the topic "Reinforced concrete monolithic staircase"

1

Ksenofontova, T. K. "Progressive Destruction of Frame Buildings Made of Monolithic Reinforced Concrete." In Lecture Notes in Civil Engineering, 73–78. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-54652-6_11.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

Nedviga, Ekaterina, Natalia Beresneva, Marina Gravit, and Angelina Blagodatskaya. "Fire Resistance of Prefabricated Monolithic Reinforced Concrete Slabs of “Marko” Technology." In International Scientific Conference Energy Management of Municipal Transportation Facilities and Transport EMMFT 2017, 739–49. Cham: Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-70987-1_78.

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

Kryuchkov, A. A., N. V. Frolov, and G. A. Smolyago. "Stress-Strain State of Normal Sections of Precast-Monolithic Reinforced Concrete Beams." In Lecture Notes in Civil Engineering, 38–44. Cham: Springer International Publishing, 2020. http://dx.doi.org/10.1007/978-3-030-54652-6_6.

Full text
APA, Harvard, Vancouver, ISO, and other styles
4

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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
5

Zulpuev, A. M., K. Baktygulov, B. S. Ordobayev, Sh S. Abdykeeva, and Zh M. Torokeldieva. "Improvement of the Structural Solution of Monolithic Reinforced Concrete Floors with the Use of Steel Profiled Flooring." In Lecture Notes in Networks and Systems, 3–13. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-15160-7_1.

Full text
APA, Harvard, Vancouver, ISO, and other styles
6

Shilong, He, and Song Jirong. "The Seismic Analysis and Design Countermeasures on the Stair Treads of the Folded Plate Staircase in Reinforced Concrete Frame Structure." In Advances in Intelligent and Soft Computing, 649–55. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-25538-0_91.

Full text
APA, Harvard, Vancouver, ISO, and other styles
7

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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
8

"CHAPTER XIII. GENERAL TEST CALCULATION OF A MONOLITHIC HOUSE OF REINFORCED CONCRETE." In BUILDING STRUCTURES IN EARTHQUAKE COUNTRIES., 105–13. Thomas Telford Publishing, 2011. http://dx.doi.org/10.1680/bsiec.50730.0013.

Full text
APA, Harvard, Vancouver, ISO, and other styles

Conference papers on the topic "Reinforced concrete monolithic staircase"

1

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.

Full text
APA, Harvard, Vancouver, ISO, and other styles
2

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

Full text
APA, Harvard, Vancouver, ISO, and other styles
3

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

Full text
Abstract:
В статье рассматриваются расчеты на сейсмические воздействия уникального здания. С применением монолитного железобетонного перекрытия в рамном исполнении. А также из стальных конструкций в виде купола, расчеты выполняются программными комплексами «Лира» и «SCAD». The article deals with calculations for seismic effects of unique building in the shape of a globe using a monolithic reinforced concrete floor in frame execution. And also from steel structures in the form of a dome, calculations are performed using software complexes "Lira","SCAD".
APA, Harvard, Vancouver, ISO, and other styles
You might also be interested in the extended bibliographies on the topic 'Reinforced concrete monolithic staircase' for particular source types:
Journal articles Dissertations / Theses
We offer discounts on all premium plans for authors whose works are included in thematic literature selections. Contact us to get a unique promo code!

To the bibliography