Latest issueRemote monitoring of operational reliability of buildings
DOI: 10.37153/2618-9283-2022-1-64-81
Authors:
Alexander A. Bubis
Head of Structures Earthquake Resistance Research Center of TSNIISK named after V.A.Kucherenko of JSC RCC. Moscow, Russian Federation
Zaur M. Abrekov
junior researcher of LSSIMS TSNIISK named after V.A.Kucherenko of JSC RCC. Moscow, Russian Federation
Zaynalbek Z. Zakrailov
PhD of engineering, head of Laboratory of
testing of the structures of TSNIISK named after V.A.Kucherenko of JSC RCC. Moscow, Russian Federation
Alexander M. Kahnovskiy
PhD of engineering, leading researcher of Testing laboratory of TSNIISK named after V.A. Kucherenko of JSC RCC. Moscow, Russian Federation
Vadim E. Kodysh
PhD of engineering, researcher of LSSIMS of TSNIISK named after V.A. Kucherenko of JSC RCC. Moscow, Russian Federation
Vladimir S. Polyakov
PhD of engineering, leading researcher of Testing laboratory of TSNIISK named after V.A. Kucherenko of JSC RCC. Moscow, Russian Federation
Rubric: Monitoring and certification of seismic constructions
Key words: monitoring of buildings, parameters of horizontal vibrations, forms of horizontal bending-shear vibrations, processing of results
Annotation:
Monitoring of the Transport Tower Building in Nur-Sultan, Republic of Kazakhstan and performing an analysis of the dynamic behavior of the structures of the facility based on the control of the values of parameters (movement, speed and acceleration) of horizontal oscillations in several levels of the building height was performed.
As well as the dynamic characteristics of the object were determined.
Used Books:1. Federal Law No. 384-FZ "Technical Regulations on the safety of buildings and structures"
2. GOST 27751-2014 "Reliability of building structures and foundations. Basic provisions"
3. GOST 31937-2011 "Rules of inspection and monitoring of technical condition"
4. SP RK 3.02-02-2008 "Design of multifunctional high-rise buildings and complexes. Appendix 5. Wind loads. Item 5.11
5. SP 20.13330.2016 Loads and impacts. Appendix B.3 Dynamic comfort"