The concept of creation of automated systems for deformation monitoring and control of the technical condition of engineering infrastructure is proposed; tasks related to the principles of construction, features of functioning and efficiency, as well as the technical condition and reliability of the engineering infrastructure objects, are considered. The structural diagram of the four-level fundamentally automated system of remote deformation monitoring and control of the technical condition of engineering infrastructure, which ensures the fulfillment of the requirements set for it, is given.
Åström, K.J., Hägglund, T. [2006] Avanced PID Control. ISA-The Instrumentation, Systems and Automation Society. 460 p.
Babich V., Dovbenko V., Kuzmych L., Dovbenko T. [2017] Estimation of flexures of the reinforced concrete elements according to the National Ukrainian & European standards. MATEC Web of ConferencesVolume 116, 10 July 2017, Article number 02005.
Johnson, M.A., Moradi, M.H. [2005] PID Control. New Identification and Design Methods. Springer, London, 543 p.
Klassen K.B. [2000] Basis of measurements. Electronic methods and devices in measuring equipment. M.: Postmarket. 352 p.
Korobiichuk I., Drevetsky V., Kuzmych L., Kovela I. [2020a] The method of multy-criteria parametric optimization. Advances in Intelligent Systems and Computing. Volume 1140,. Automation 2020: Towards Industry of the Future. Pages 87-97. doi.org/10.1007/978-3-030-40971-5. - Available at: https://link.springer.com/chapter/10.1007/978-3-030-40971-5_9
Korobiichuk I., Kuzmych L., Kvasnikov V. [2020b] The system of the assessment of a residual resource of complex technical structures. MECHATRONICS 2019. Advances in Intelligent Systems and Computing, 1044, 350–357. DOI: https://doi.org/10.1007/978-3-030-29993-4_43
Kuzmych L., Kobylianskyi O., Duk M. [2018] Current state of tools and methods of control of deformations and mechanical stresses of complex technical systems. Proc. SPIE 10808, Photonics Applications in Astronomy, Communications, Industry, and High-Energy Physics Experiments 2018, 108085J (1 October 2018); doi: 10.1117/12.2501661.
Kuzmych L., Kvasnikov V. [2017] Study of the durability of reinforced concrete structures of engineering buildings. Advances in Intelligent Systems and ComputingVolume 543, Pages 659-663International Conference on Systems, Control and Information Technologies, SCIT 2016; Warsaw; Poland; 20 May 2016 through 21 May 2016; Code 187699.
Li, J. [2011] Modeling characterization and optimization design for PZT transducer used in Near Field Acoustic Levitation. Sensors and Actuators A: Physical. – 2011. – Vol. 171, Issue 2. – P. 260–265. doi: 10.1016/j.sna.2011.06.020
O’Dwyer, A. [2009] Handbook of PI and PID Controller Tuning Rules, 3rd edn. Imperial College Press, London. 599 p.
Rokochinskiy A., Korobiichuk I., Kuzmych L., Volk P., Kuzmych A. [2020] The system optimization of technical, technological and construction parameters of polder systems. Advances in Intelligent Systems and Computing. Volume 1140,. Automation 2020: Towards Industry of the Future. Pages 78-86. doi.org/10.1007/978-3-030-40971-5. - Available at: https://link.springer.com/chapter/10.1007/978-3-030-40971-5_8
Rus G., Lee S. Y., Chang S. Y., Wooh S. C. [2006] Optimized damage detection of steel plates from noisy impact test. International Journal for Numerical Methods in Engineering, 68, 7, 707-727. doi: 10.1002/nme.1720.
Uikzer J. [2002] Connectivity: Intelligent Sensors or Intelligent Interfaces. Sensors and Systems, №10, 50-55.
Zurawski, R. [2007] Integration Technologies for Industrial Automated Systems. Industrial information technology Series. CRC Press, Taylor & Francis Group, Boca Raton, 539 p.
Comments
The concept of creation of automated systems for deformation monitoring and control of the technical condition of engineering infrastructure is proposed; tasks related to the principles of construction, features of functioning and efficiency, as well as the technical condition and reliability of the engineering infrastructure objects, are considered. The structural diagram of the four-level fundamentally automated system of remote deformation monitoring and control of the technical condition of engineering infrastructure, which ensures the fulfillment of the requirements set for it, is given.