Issue |
E3S Web Conf.
Volume 533, 2024
XXVII International Scientific Conference on Advance in Civil Engineering “Construction the Formation of Living Environment” (FORM-2024)
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Article Number | 02030 | |
Number of page(s) | 9 | |
Section | Reliability of Buildings and Constructions | |
DOI | https://doi.org/10.1051/e3sconf/202453302030 | |
Published online | 07 June 2024 |
Calculation of precast monolithic slab with flexible connections
1 Kyrgyz-Turkish “Manas” University, Bishkek, Kyrgyz Republic
2 Kyrgyz-Russian Slavic University named after B. N. Yeltsin, Bishkek, Kyrgyz Republic
3 Kyrgyz State Technical University named after I.Razzakov, Bishkek, Kyrgyz Republic
* Corresponding author: ordobaev@mail.ru
The paper presents a method of calculating a precast-monolithic slab of new construction with flexible ties. The relevance of the problem lies in the development of a new design of precast-monolithic reinforced concrete slab, which leads to a reduction in the labor intensity of erection, simplification of the joint between the slab and the purlin, the convenience of placing communications within the height of the structure, etc. and the model of its calculation. For the calculation of such structures, a calculation method is proposed that considers the operation of composite elements with flexible links. The article shows the advantages of the method of concentrated deformations over other methods in the construction of the calculation model, determination of stiffness characteristics, internal forces, displacement calculation. The results obtained are close to the experimental studies, which were carried out on full-scale samples. It is concluded that the developed design serves for repair, reconstruction and construction of frame buildings, and the proposed calculation methodology quite accurately describes the operation of such structures.
Key words: precast-monolithic slab / concentrated deformations method / concentrated deformations plane
© The Authors, published by EDP Sciences, 2024
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