Diagnosing the current condition of multi-story buildings while eliminating their excessive tilt: development and implementation of infor- mation technology
Main Article Content
Abstract
The aim of the dissertation work is to create a new information technology for diagnosing the current state of multi-story building to eliminate its over-normative roll while simultaneously ensuring the reliable functioning of the multi-story building during the entire process of leveling without stopping the functioning of the multi-story building engineering networks, technological equipment (elevators) and the resettlement of residents, which will allow to improve the quality of estimates of the forecast of changes in the multi-story building vehicle in the controlled elimination of excessive tilting and to make responsible management decisions in conditions of uncertainty and the risk of construction accidents. Information technology for diagnosing the current state of multi-story building was developed for the first time to eliminate the tilting of the building in conditions of constant changes in its vertical position, the physical and mechanical properties of the foundation soils and the properties of the materials of individual building structures (cracking) during the entire time of leveling without stopping the operation of the engineering networks of the multi-story building, technological equipment (elevators) and the resettlement of residents, and sometime after its completion; the specialized Pendulum program for operational processing in online mode of experimental data from pre-trial inclinometric sensors distributed over the multi-story building (Digital Twins elements) in the process of eliminating its excessive roll, and graphical interpretation of the results for a better perception of information technology for diagnosing the current state of multi-story building information and is an element of feedback when support of operational management decisions in the process of liquidation of the above-standard bank roll. The mathematical-algorithmic apparatus of information technology for diagnosing the current state of multi-story building has been improved, which includes mathematical models of buildings and foundation soils that were used in the process of leveling the multi-story building, a mathematical model of drilling mixtures for fixing the foundations of the building after the leveling process is completed; precision sensitive inclinometric elements, a special stand has been developed for their testing and metrological research; continuous connection between the measurement results of the pre-screen sensitive inclinometric elements distributed over the multi-story building and the LIRA application program package for operational consideration of the change of the initial boundary conditions during the current calculations of the stressed - deformed state of the multi-story building during the entire alignment process and sometime after its completion. The system for transmitting digital experimental data from precision inclinometric sensors distributed over the multi-story building, with the help of modern cloud technologies (Internet of Things elements), received further development.
Article Details

This work is licensed under a Creative Commons Attribution 4.0 International License.
Authors are published in this journal, agree to the following conditions:
Authors reserve the right to authorship of their work and transfer the journal the right of the first publication of this work under the terms of the Creative Commons Attribution License, which allows other persons to freely distribute published work with mandatory reference to authors original work and the first publication of work in this journal.
The authors have the right to enter into independent additional agreements on the non-exclusive dissemination of the work in the form in which it was published by this journal (for example, to post work in the electronic repository of the institution or to publish as part of a monograph), provided that the reference to the first publication of the work in this journal is maintained.
The journal's policy allows and encourages the authors to place the manuscript of the work on the Internet (for example, in the institutions' storehouses or on personal websites), both for presenting this manuscript to the editorial office and during its editorial processing, as this contributes to the creation of productive scientific discussion and positively affects the efficiency and dynamics of citing the published work (see The Effect of Open Access).
References
Самченко Р.В. (2004) Опыт устранения крена водонапорной башни. Будівельні конструкції: Науково-технічний збірник, 61, 122 – 125.
Barbera J.A., & Macintyre A.G. (2007) Med-ical Surge Capacity and Capability: A Man-agement System for Integrating Medical and Health Resources During Large-Scale Emergencies U. S.: book.
Carter W.N. (2008) Disaster management: a disaster manager’s handbook.: book.
Степура І.В., Шокарев В.С., Павлов А.В., Трегуб А.С., & Самченко Р.В. (2009) Спо-сіб вирівнювання будівель, споруд: Пат. України №40931, Е02D35/00 (№u200814530; Заява 17.12.2008; Опубл. 27.04.2009, Бюл. №8. 6).
Самченко Р.В. (2009) Решение проблемы кренов зданий и сооружений: Будівництво України, 3. 17 – 20.
Яловець А.Л. (2024) Оперативне управ-ління протидією надзвичайним ситуаціям: досвід автоматизації: Київ. Наукова дум-ка.
MacLeod I.A. (1995) Strategy for the use of computers in structural engineering: The Structural Engineering. 21. 13 – 21.
Iwasaki Y. (2011) An Alternative Approach as Observational Method Inferred from Monitored Data to Avoid the Failure of the Geotechnical Excavation in Singapore: In-ternational Symposium on Backwards Prob-lem in Geotechnical Engineering and Moni-toring of Geo – Construction. 185 – 202. Osaka.
Шокарев В.С., Чаплигін В.І., & Мальцева Я.В (2006) Електромагнітна вимірювально – інформаційна система неруйнівного ко-нтролю параметрів напружено – дефор-мованого стану інженерних конструкцій і споруд: Пат. України №75876, G01№27/90, G01M19/00 (№u20020542241; Заява 23.05.2002; Опубл. 15.06.2006, Бюл. №6. – 19).
Шокарев В.С., Чаплигін В.І., & Хілько С.В. (2007) Електромагнітний датчик для контролю величини і напрямку нахилу конструкцій: Пат. України №77761, G01B7/14, G01B21/00 (№u200440907640; Заявка 20.09.2004; Опубл. 15.01.2007, Бюл. №1, 2007. – 6).
Samchenko R.V. (2004) Opit ustranenyia krena vodonapornoi bashny.[ Experience in eliminating the tilt of a water tower] Budivelni kons-truktsii : Naukovo-tekhnichnyi zbirnyk, 61, 122 – 125. (in Ukrainian)
Barbera J.A., & Macintyre A.G. (2007) Medical Surge Capacity and Capability: A Manage-ment System for Integrating Medical and Health Resources During Large-Scale Emergencies U. S.: book.
Carter W.N. (2008) Disaster management: a disaster managers handbook.: book.
Stepura I.V., Shokarev V.S., Pavlov A.V., Trehub A.S., & Samchenko R.V. (2009) Sposib vyrivniuvannia budivel, sporud [Method of leveling buildings and structures]: Pat. Ukrainy №40931, E02D35/00 (№u200814530; Zaiava 17.12.2008; Opubl. 27.04.2009, Biul. №8. 6). (in Ukrainian)
Samchenko R.V. (2009) Reshenye problemы krenov zdanyi y sooruzhenyi [Solution to the problem of tilting buildings and structures]: Budivnytstvo Ukrainy, 3. 17 – 20. (in Ukrainian)
Ialovets A.L. (2024) Operatyvne upravlinnia protydiieiu nadzvychainym sytuatsiiam: dosvid avtomatyzatsii [Operational management of counteraction to extraordinary situations: experience of automation]: Kyiv. Naukova dumka. (in Ukrainian)
MacLeod I.A. (1995) Strategy for the use of computers in structural engineering: The Struc-tural Engineering. 21. 13 – 21.
Iwasaki Y. (2011) An Alternative Approach as Observational Method Inferred from Monitored Data to Avoid the Failure of the Geotechnical Excavation in Singapore: International Sympo-sium on Backwards Problem in Geotechnical Engineering and Monitoring of Geo – Construc-tion (p. 185 – 202). Osaka.
Shokarev V.S., Chaplyhin V.I., & Maltseva Ya.V (2006) Elektromahnitna vymiriuvalno – informatsiina systema neruinivnoho kontro-liu parametriv napruzheno – deformovanoho stanu inzhenernykh konstruktsii i sporud [Electromagnetic measuring and information system for non-destructive testing of parameters of the stressed-strained state of engineering structures and buildings]: Pat. Ukrainy №75876, G01№27/90, G01M19/00 (№u20020542241; Zaiava 23.05.2002; Opubl. 15.06.2006, Biul. №6. – 19). (in Ukrainian)
Shokarev V.S., Chaplyhin V.I., & Khilko S.V. (2007) Elektromahnitnyi datchyk dlia kont-roliu velychyny i napriamku nakhylu konstruk-tsii[Electromagnetic sensor for monitoring the magnitude and direction of structural in-clination]: Pat. Ukrainy №77761, G01B7/14, G01B21/00 (№u200440907640; Zaiavka 20.09.2004; Opubl. 15.01.2007, Biul. №1, 2007. – 6). (in Ukrainian)