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Relevant bibliographies by topics / Reinforced concrete floor structure

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Journal articles

Academic literature on the topic 'Reinforced concrete floor structure'

Author: Grafiati

Published: 4 June 2021

Last updated: 1 February 2022

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Journal articles on the topic "Reinforced concrete floor structure"

1

Huang, Zhu Ye, Qian Wu, and Min Gui Wu. "Thermal Isolation Character of Reinforced Concrete Hollow Floor." Applied Mechanics and Materials 638-640 (September 2014): 300–303. http://dx.doi.org/10.4028/www.scientific.net/amm.638-640.300.

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Reinforced Concrete Hollow floor system was named by its typical inner core and worked as an excellent horizontal bearing structure. It has fine mechanical ability and good thermal isolation character. The author compared reinforced concrete hollow floors and traditional reinforced concrete floor. And studied their development in long span or large loaded building.

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2

Astariani, Ni Kadek, and I. Gusti Made Sudika. "Perbandingan Perilaku Struktur Gedung Beton Bertulang dengan Pelat Lantai Beton Konvensional dan Pelat Lantai Kalsi." MEDIA KOMUNIKASI TEKNIK SIPIL 24, no. 2 (2019): 176. http://dx.doi.org/10.14710/mkts.v24i2.20568.

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The Structure of Reinforced concrete building using kalsi floor plate is one alternative for reduced the weight of the building structure. The floor plate usually used conventional concrete, can be replaced with kalsi floor 20. The aim of the research is to analysis of the behavior of reinforced concrete building using conventional concrete slabs and kalsi floor 20. The building structure as the model in this research is the building structure of four floors and was designed to follow the rules of SNI 2847: 2013. Evaluation of seismic behavior in accordance with the SNI 1726: 2012 was conducte

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3

Yinrui, Zheng, and Zhu Jiejiang. "Immune Genetic Algorithm for Optimizing Reinforced-Concrete Frame- Shear Wall Structure." Open Civil Engineering Journal 9, no. 1 (2015): 602–9. http://dx.doi.org/10.2174/1874149501509010602.

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An immune genetic algorithm (IGA) is proposed to optimize the reinforced concrete (RC) frame-shear wall structures. Compared with the simple genetic algorithm (SGA), this algorithm has adaptive search capabilities for the future knowledge being used in the process of population evolution. Since the concrete grade of floors and the layout of walls are translated to binary codes, the implementation of this algorithm is not affected by the complexity of the structures. With I-typed vaccine, the continuous vertical stiffness of structure is ensured; With II-typed vaccine, the structures conforms t

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4

Rubin, Oleg, Anton Antonov, Sergey Lisichkin, Kirill Frolov, and Andrey Lisichkin. "Grounds for the decision to strengthen reinforced concrete structures after short-term impulse loads, using Alluriquin HPP as an example." Stroitel stvo nauka i obrazovanie [Construction Science and Education], no. 3 (September 30, 2019): 6. http://dx.doi.org/10.22227/2305-5502.2019.3.6.

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Introduction. Floorings of the turbine hall and installation sites of the HPP (PSS) are one of the most important reinforced concrete structures, as during operation they are subjected to significant process duties, including those not provided for by the project. Thus, during the testing of crane equipment on the floor surface of the installation site of the Alluriquin HPP under construction, the cargo weighing 22 tons fell, under the influence of which the floor slab was punched, which required a comprehensive study of the condition of the reinforced concrete structure of the floor and the s

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5

Haiman, Miljenko, and Nenad Turčić. "Timber-Lightweight Aggregate Composite Floor Structure." Materials Science Forum 730-732 (November 2012): 486–91. http://dx.doi.org/10.4028/www.scientific.net/msf.730-732.486.

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Nowadays, composite structures based on wood are frequently used. In civil engineering, mostly timber-concrete composite structures are used, particularly in reconstruction of old timber girder floor structures or manufacture of new ones at the reconstruction of old buildings in areas exposed to frequent earthquakes. In new buildings it is mainly glued laminated timber or lumber, while in reconstruction square timber is used. A timber beam is coupled with a concrete slab made either of conventional or a lightweight concrete. Best results are achieved by coupling timber with lightweight aggrega

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6

Huan, Xiao Lin, and Chang Liang Li. "Experimental Research and Numerical Analysis on Fiber Reinforced Plasterboard-Reinforced Concrete Composite Floor Slabs." Advanced Materials Research 250-253 (May 2011): 455–59. http://dx.doi.org/10.4028/www.scientific.net/amr.250-253.455.

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Fiber-reinforced plasterboard is patent product which was developed by Rapid Build Structure Ltd. of Australia. Fiber reinforced plasterboard can be used as baseboard , and after casting, it integrate with reinforced concrete to make up fiber reinforced plasterboard-reinforced concrete composite floor slabs. In this paper, numerical analysis method is accepted to analyze the process of bearing the loads of fiber reinforced plasterboard-reinforced concrete composite floor slabs. The calculated results, such as load- section strain curve and bearing capacity are compared with experimental data.

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7

Zamaliev, Farit Sakhapovich, and Vadim Andreevich Morozov. "Field tests and numerical experiments of composite reinforced concrete floor." Vestnik MGSU, no. 11 (November 2015): 58–67. http://dx.doi.org/10.22227/1997-0935.2015.11.58-67.

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In the recent years there appeared a tendency of widening the use of composite reinforced concrete structures in Russian construction practice, which keeps current the further investigations of their stress-strain state. In order to estimate the stress-strain state of composite reinforced concrete structures different methods are used: both analytical and experimental. In spite of material and labour costs field tests give the most correct indexes of the behavior of structures in actual operating conditions. The experimental investigations of composite reinforced concrete floors of civil build

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8

Deineko, Andrei V., Valentina A. Kurochkina, Irina Yu Yakovleva, and Aleksandr N. Starostin. "Design of reinforced concrete slabs subject to the construction joints." Vestnik MGSU, no. 9 (September 2019): 1106–20. http://dx.doi.org/10.22227/1997-0935.2019.9.1106-1120.

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Introduction. When erecting monolithic reinforced concrete floor slabs, a necessity of construction joints arises. The construction joints are the areas of structural weakening. The construction practice shows that the compliance with the correct technology of the construction joint arrangement is not a sufficient condition to ensure the strength balance of reinforced concrete floor slabs. As a result, the stress-deformation state calculated on the assumption of the concrete slab solidity deviates from the actual state. The relevance of the task is determined by the fact that the conformity of

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9

Yang, Weijun, Yongda Yang, Bing Han, and Pengxiao Jiang. "Experimental Study on Mechanical Property of Corner Columns Supported Reinforced Concrete Honeycombed-core Girderless Floor." Open Civil Engineering Journal 7, no. 1 (2013): 179–88. http://dx.doi.org/10.2174/1874149501307010179.

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In order to study the basic mechanical property of the new honeycombed-core girderless floor in cast-in-place reinforced concrete, and similarities and differences of the structural performance compared with traditional floor, we carried out the destructive stage loading test on large-scale corner columns supported reinforced concrete honeycombed-core girderless floor. And the thesis conducted finite element analysis in virtue of ANSYS software for solid slab floor, rib floor and honeycombed-core floor. The experiment indicates that honeycombed-core modules cement well with concrete around and

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10

Chen, Zheng Fa, and Gui Feng Liu. "The Application of Reinforced Concrete Composite Floor System of Superimposing Box and Net Beam to Zibo Athletes Apartment." Advanced Materials Research 163-167 (December 2010): 1732–35. http://dx.doi.org/10.4028/www.scientific.net/amr.163-167.1732.

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According to the construction site of Zibo athlete apartment and the relevant standards, the structure constitution of the composite floor system, construction method and the problems that should be paid attention during construction were introduced in detail. Reinforced concrete composite floor system of superimposing box and net beam consisted of small prefabricated components- two reinforced concrete plates locating at top and bottom of the box and the cast-in-site concrete beam. This composite floor system was a whole structure of beam and plate combination, with a continuous box section.

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