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3D modeling of grain unloading station steel structure based on bim technology

Назва3D modeling of grain unloading station steel structure based on bim technology
Назва англійською3D modeling of grain unloading station steel structure based on bim technology
АвториMykola Kolisnyk, Volodymyr Iasnii, Ihor Okipnyi, Yaroslav Martsynyuk
ПринадлежністьTernopil Ivan Puluj National Technical University, Ternopil, Ukraine
Бібліографічний опис3D modeling of grain unloading station steel structure based on bim technology / Mykola Kolisnyk, Volodymyr Iasnii, Ihor Okipnyi, Yaroslav Martsynyuk // Scientific Journal of TNTU. — Tern.: TNTU, 2024. — Vol 114. — No 2. — P. 141–148.
Bibliographic description:Kolisnyk M., Iasnii V., Okipnyi I., Martsynyuk Y. (2024) 3D modeling of grain unloading station steel structure based on bim technology. Scientific Journal of TNTU (Tern.), vol 114, no 2, pp. 141–148.
УДК

624.014

Ключові слова

ВІМ, structural calculation, metal frame, stiffness, metal consumption.

Comparative analysis of two structural schemes for covering the car unloading station for one trip as part of the elevator complex for grain storage is considered in this paper. The first option is to use the same frame structures combined into a spatial scheme. The second option involves the structure with two types of frames and another approach to ensure lateral stiffness. Detailed descriptions of each structural scheme, their peculiarities, advantages and disadvantages are included in this paper. The stability and economic effects of each scheme are analyzed. This paper benefits engineers, designers and specialists in the field of construction and infrastructure operating in grain storage and logistics.

ISSN:2522-4433
Перелік літератури
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References:
1. Diego Apellániz, Robert Vierlinger. Enhancing structural design with a parametric FEM toolbox. Steel Construction,vol. 15, issue3, 2022, pp. 188–195.
2. Kajja M., Bita H., Taifi N., Malaoui A. Analytical and numerical study of rectangular reinforced concrete beam using robot structural analysis software. Materials Today: Proceedings, 2023. Available at: https://doi.org/10.1016/j.matpr.2023.07.344.
3. Adamenko V. (2022). Dosvid vprovadzhennya bim-tehnologiy v navchalniy protses na kafedri metalevih i derev’yanih konstruktsIy KNUBA. Budivelni konstruktsiyi. Teoriya i praktika, (10), pp. 66–78. Available at: https://doi.org/10.32347/2522-4182.10.2022.66-78.
4. BIlik A. S., Kovalenko A. I. Porivnyannya metodiv rozrahunku metalevih karkasIv visotnih budIvel na odinichnu zhivuchIst. Zbirnik naukovih prats Ukrayinskogo Institutu stalevih konstruktsiy imeni V. M. Shimanovskogo, 2015, vip. 16, pp. 30–39. Available at: https://www.dlubal.com/de/produkte/altere -produkte/rfem-5/was-ist-rfem-5.
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7. Available at: https://www.dlubal.com/en/webfile/003181/3695797/000754_en-US.pdf?hash=7c82e9df1cf dc7f6aedcf1043385832caef12024.
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12. DBN V.2.2-12-2003. Budivli i sporudi dlya zberigannya i pererobki silskogospodarskoyi produktsiyi.
13. DSTU-N B V.1.1-27:2010 “Budivelna klimatologiya”.
14. DBN V.1.2-2:2006 “Navantazhennya i vplivi”.
15. DSTU B V.1.2-3:2006 Progini I peremIschennya. vimogi proektuvannya.
16. Kolisnik M. B. Modelyuvannya napruzheno-deformovanogo stanu netipovih elementiv konstruktsiy: kvalifikatsiyna robota magistra za spetsialnistyu “192 – budivnitstvo ta tsivilna inzhenerIya”. Ternopi: TNTU, 2021, 78 p.
17. Available at: https://www.dlubal.com/en/webfile/003225/3726936/rf-stahl-handbuch-de.pdf?hash=d1c5 db22fa69e4ac2bc65405605ccdf9fe73e61f.
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