Information Modeling of the Administrative Multi-Storey Building Frame Reconstruction
https://doi.org/10.23947/2949-1835-2022-1-2-40-48
Abstract
Introduction. The present study is targeting the problem of choosing construction solutions for strengthening the frame of a reconstructed multi-storey administrative building. The object of the study is the former Council of Ministers building in the town of Sukhum, Republic of Abkhazia.
Materials and methods. During the examination of the building under study, instrumental and visual inspection methods were implemented, which revealed the significant deflection of the roof slab and of two supporting steel beams, as well as emergence of cracks in the load bearing structures and the destruction of partitions. According to the results of examination the dimensional-planning drawings and a structures’ defects list were elaborated. A spatial finite element model of the building was developed in the LIRA-SAPR software package, taking into account the developed dimensionalplanning solutions for the reconstruction of the facility under study. Loads and impacts were set taking into account the requirements of relevant design standards. The detected defects of the structures’ elements were considered.
Results. The dynamic calculation of the building frame by finite element method is carried out. The calculation results analysis has shown that all three forms of oscillations are torsional, which proves the structural solutions of the building frame to be complex and requires additional calculations to ensure reliability of construction solutions. The building frame dynamic loads are set taking into account the requirements for buildings with a complex structure frame. The results of the general static calculation has shown that the load-bearing structures of a building are in operating state except for the roof slab.
Discussion and Conclusions. Based on the results of a numerical experiment on modeling the operation of the roof slab, the rational solutions for its reconstruction have been developed, recommendations on considering the seismic impacts on the reconstructed building frame of the Council of Ministers have been given.
About the Authors
G. M. KravchenkoRussian Federation
E. V. Trufanova
Russian Federation
M. I. Kadomtsev
Russian Federation
References
1. Panasyuk, L. Researching design solutions for frames of buildings in case of increased seismic intensity in specific zones / L. Panasyuk, G. Kravchenko, E. Trufanova // International Science Conference SPbWOSCE-2016 "SMART City". — 2017. — P. 02027.
2. Aksenov, V. N. Evaluation of reinforced concrete cylindrical reservoirs with single-layered walls / V. N. Aksenov, V. Le Quyen, E. V. Trufanova // Procedia Engineering. — 2016. — Vol. 150. — P. 1919–1925.
3. Mailyan, D. R. Planning of multilayer cylindrical wall reservoirs / D. R. Mailyan, E. V. Trufanova // Procedia Engineering. — 2016. — Vol. 150. — P. 1926–1935.
4. Kravchenko, G. Analysis of blast load on a reinforced concrete column in the time domain / G. Kravchenko, E. Trufanova, D. Kostenko, S. Tsurikov // International Science Conference SPbWOSCE-2016 "SMART City". — 2017. — P. 04019.
5. Кравченко, Г. М. Динамический расчет объекта «Спортивно-оздоровительный комплекс» Технопарка РГСУ / Г. М. Кравченко, Е. В. Труфанова, Е. О. Шутенко, К.Н. Хашхожев // Инженерный вестник Дона. — 2015. — № 4.
6. Кравченко, Г. М. Динамический расчет и анализ полусферической оболочки покрытия объекта «Зимний сад» Технопарка Ростовского Государственного Строительного Университета (РГСУ) / Г. М. Кравченко, Е. В. Труфанова, С. В. Борисов, С. С. Костенко // Инженерный вестник Дона. — 2016. — № 1.
7. Агаханов, Э. К. Регулирование параметров собственных колебаний пространственного каркаса здания / Э. К. Агаханов, Г. М. Кравченко, Е. В. Труфанова // Вестник Дагестанского государственного технического университета. Технические науки, — 2016. — № 3. — С. 8–15.
8. Айзенберг, Я. М. Шкала сейсмической интенсивности. Анализ и предложения по улучшению / Я. М. Айзенберг // Природные и техногенные риски. Безопасность сооружений. — 2017. — № 5–6 (31). — С. 17–21.
9. Абакаров, А. Д. Вероятностные модели сейсмических воздействий / А. Д. Абакаров, Х. Р. Зайнулабидова // Вестник Дагестанского государственного технического университета. Технические науки. — 2009. — № 15. — С. 92–97.
10. Абдуразаков, Г. М. Построение расчетных моделей оценки живучести рамных систем при сейсмическом воздействии / Г. М. Абдуразаков, А. Д. Абакаров // Вопросы современных технических наук: Свежий взгляд и новые решения. Сборник научных трудов конференции. — 2015. — С. 58–61.
Review
For citations:
Kravchenko G.M., Trufanova E.V., Kadomtsev M.I. Information Modeling of the Administrative Multi-Storey Building Frame Reconstruction. Modern Trends in Construction, Urban and Territorial Planning. 2022;1(2):40-48. (In Russ.) https://doi.org/10.23947/2949-1835-2022-1-2-40-48