المؤلفون: S. Dounar S., A. Iakimovitch M., O. Jatskevitch K., A. Lapuka D., С. Довнар С., А. Якимович М., О. Яцкевич К., А. Лапука Д.

المصدر: «System analysis and applied information science»; № 3 (2022); 76-87 ; «Системный анализ и прикладная информатика»; № 3 (2022); 76-87 ; 2414-0481 ; 2309-4923 ; 10.21122/2309-4923-2022-3

مصطلحات موضوعية: FEA, computer audit, student education, ANSYS, legacy load-bearing system, Eddystone lighthouse, biomimetic, bionic tower, concentrator of compression, monitoring, МКЭ, компьютерный аудит, образование студентов, историческая несущая система, маяк Эдистон, биомиметика, бионическая башня, концентратор сжатия, мониторинг

وصف الملف: application/pdf

Relation: https://sapi.bntu.by/jour/article/view/584/443; Rowlett, Russ. Lighthouses of Southwest England (Devon and Cornwall). The Lighthouse Directory. University of North Carolina at Chapel Hill. Retrieved 30 April 2016.; Douglass, J. (1878), Note on the eddystone lighthouse., in “Minutes of the Proceedings of the Institution of Civil Engineers”, Vol. 53, Thomas Telford-ICE Virtual Library, pp. 247–248.; Davide Banfi A fi and laboratory study on the dynamic response of the Eddystone lighthouse to wave loading. School of Engineering Plymouth University Thesis submitted for the degree of Doctor of Philosophy, September 2017 https://www.researchgate.net/publication/325553419; Rinh, Q., Raby, A., Banfi D., Corrado, M., Chiaia, B., Rafi Y. & Cali, F. (2016), “Modelling the eddystone lighthouse response to wave loading”, Engineering Structures, 125, 566–578.; Stanislau Dounar, Alexandre Iakimovitch, Katsiaryna Mishchanka, Andrzej Jakubowski, and Leszek Chybowski. (2020) FEA Simulation of the Biomechanical Structure Overload in the University Campus Planting. Applied Bionics and Biomechanics, Volume 2020, Article ID 8845385. https://doi.org/10.1155/2020/8845385; Vincent, Julian F. V.; Olga A Bogatyreva, Nikolaj R Bogatyrev, Adrian Bowyer, Anja-Karina Pahl. (2006). «Biomimetics: its practice and theory». Journal of the Royal Society Interface. 3 (9): 471–482. https://doi:10.1098/rsif.2006.0127; Довнар С.С., Лапука А.Д. МКЭ-АНАЛИЗ БИОНИЧЕСКОГО УСИЛЕНИЯ КОЛОНН СТАНКОВ. «Перспективные направления развития технологии машиностроения и металлообработки» «Технология – Оборудование – Инструмент – Качество»: тезисы докл. 36-ой междун. науч.-техн. конф. (Минск, 7 апреля 2022 г.). Минск: Бизнесофсет, 2022. с. 31 34. https://rep.bntu.by/handle/data/111441; https://sapi.bntu.by/jour/article/view/584

الاتاحة: https://sapi.bntu.by/jour/article/view/584
https://doi.org/10.21122/2309-4923-2022-3-76-87

المؤلفون: S. Dounar S., A. Ausiyevich M., A. Lapuka D., D. Shvedova N., A. Rodenia V., С. Довнар С., А. Авсиевич М., А. Лапука Д., Д. Шведова Н., А. Роденя В.

المصدر: «System analysis and applied information science»; № 2 (2022); 67-75 ; «Системный анализ и прикладная информатика»; № 2 (2022); 67-75 ; 2414-0481 ; 2309-4923 ; 10.21122/2309-4923-2022-2

مصطلحات موضوعية: FEA, computer audit, student education, ANSYS, legacy load-bearing system, Pisa, leaning tower, concentrator of compression, strain incompatibility, stress, durability, monitoring, МКЭ, компьютерный аудит, образование студентов, историческая несущая система, Пиза, наклонная башня, концентратор сжатия, несовместность деформаций, напряжение, живучесть, мониторинг

وصف الملف: application/pdf

Relation: https://sapi.bntu.by/jour/article/view/565/433; Britannica Online Encyclopedia (2009) Leaning Tower of Pisa (Tower, Pisa, Italy). https://www.britannica.com/topic/Leaning-Tower-of-Pisa; Black, C.B. (1898) The Riviera, or the Coast from Marseilles to Leghorn: Including the Interior Towns of Carrara, Lucca, Pisa and Pistoia. A. & C. Black, London, 148.; J.B. Burland, M. Jamiolkowski, C. Viggiani, (2003) The Stabilisation of the Leaning Tower of Pisa, Soils and Foundations, Volume 43, Issue 5, Pages 63-80, https://doi.org/10.3208/sandf.43.5_63; Burland, J.B., Jamiolkowski M., Squeglia N. and Viggiani, C. (2013) The Leaning Tower of Pisa. In: Bilotta, E., Flora, A., Lirer, S. and Viggiani, C., Eds., Geotechnics and Heritage, CRC Press, London, 207-227. https://doi.org/10.1201/b14965-11; ZIENKIEWICZ, O.C. and TAYLOR, R.L. (2000) The finite element method. Butterworth-Heinemann, vol. 1: Basis. Oxford.; Geng, J. , Meng, Z. , Yin, B. and Zhu, L. (2020) Simulation on Sequential Construction Process and Structure of the Pisa Tower. Journal of Building Construction and Planning Research, 8, 30-41. doi: https://doi.org/10.4236/jbcpr.2020.81003; Konstantina Papadopoulou, George Gazetas (2017) Leaning instability of the Tower of Pisa, re-examined by 3D F.E. analyses. Proceedings of the 19th International Conference on Soil Mechanics and Geotechnical Engineering, Seoul.; Roca, P., Cervera, M., Gariup, G., & Pela’, L. (2010). Structural Analysis of Masonry Historical. Constructions. Classical and Advanced Approaches. Archives of Computational Methods in Engineering, 17(3), 299–325. http://doi.org/10.1007/s11831-010-9046-1; Palermo, M., Silvestri, S., Gasparini, G., Baraccani, S., & Trombetti, T. (2015). An approach for the mechanical characterisation of the Asinelli Tower (Bologna) in presence of insufficient experimental data. Journal of Cultural Heritage. http://doi.org/10.1016/j.culher.2014.05.002; Squeglia, N., Bentivoglio, G. (2015) Role of monitoring in historical building restoration: The case of Leaning Tower of Pisa. International J. of Architectural Heritage: Conservation, Analysis, and Restoration, 9(1), 38-47.; https://sapi.bntu.by/jour/article/view/565

الاتاحة: https://sapi.bntu.by/jour/article/view/565
https://doi.org/10.21122/2309-4923-2022-2-67-75

المؤلفون: S. S. Dounar, A. M. Iakimovitch, O. K. Jatskevitch, A. D. Lapuka

المصدر: Sistemnyj Analiz i Prikladnaâ Informatika, Vol 0, Iss 3, Pp 76-87 (2022)

مصطلحات موضوعية: мкэ, компьютерный аудит, образование студентов, ansys, историческая несущая система, маяк эдистон, биомиметика, бионическая башня, концентратор сжатия, мониторинг, Information technology, T58.5-58.64

Relation: https://sapi.bntu.by/jour/article/view/584; https://doaj.org/toc/2309-4923; https://doaj.org/toc/2414-0481; https://doaj.org/article/10fe5d55d0b74bdc9fe79442c5c58437

الاتاحة: https://doi.org/10.21122/2309-4923-2022-3-76-87
https://doaj.org/article/10fe5d55d0b74bdc9fe79442c5c58437

المؤلفون: S. S. Dounar, A. M. Ausiyevich, A. D. Lapuka, D. N. Shvedova, A. V. Rodenia

المصدر: Sistemnyj Analiz i Prikladnaâ Informatika, Vol 0, Iss 2, Pp 67-75 (2022)

مصطلحات موضوعية: мкэ, компьютерный аудит, образование студентов, ansys, историческая несущая система, пиза, наклонная башня, концентратор сжатия, несовместность деформаций, напряжение, живучесть, мониторинг, Information technology, T58.5-58.64

Relation: https://sapi.bntu.by/jour/article/view/565; https://doaj.org/toc/2309-4923; https://doaj.org/toc/2414-0481; https://doaj.org/article/467632daaa774f3e9797a5f9e87e4020

الاتاحة: https://doi.org/10.21122/2309-4923-2022-2-67-75
https://doaj.org/article/467632daaa774f3e9797a5f9e87e4020