Latest issueVibrodynamic tests of nine-storey large-panel residential building in the city of Shymkent
DOI: 10.37153/2618-9283-2023-5-10-23
Authors:
Shokbarov Eraly M.
candidate of technical sciences, Kazakh Scientific Research Institute of Construction and Architecture. Almaty, Republic of Kazakhstan eralykarakat@mail.ru
Omarov Zhasultan Amanzholovich
Candidate of Technical Sciences, Honorary Builder of Kazakhstan, Head of the laboratory “Seismic resistance of high-rise buildings” JSC "KazNIISA", 050046, Republic of Kazakhstan, Almaty, st. Solodovnikova, 21, tel. 8(727)392-75-90, fax 8(727)392-75-92, www.kazniisa.kz, zomarov@kazniisa.kz
Lopukhov Sergey Alexandrovich
Head of the seismic isolating systems research sector, KazNIISA JSC, 050046, Republic of Kazakhstan, Almaty, st. Solodovnikova, 21, tel. 8(727)392-67-50, fax 8(727)392-75-92, www.kazniisa.kz, slopukhov@kazniisa.kz
Shaimerdenov Timur Artykalievich
Leading engineer of the laboratory “Seismic resistance of high-rise buildings”, ind. 050046, Republic of Kazakhstan, Almaty, st. Solodovnikova, 21, tel. 8(727)392-67-50, fax 8(727)392-75-92, www.kazniisa.kz, timur@kazniisa.kz
Rubric: Monitoring and certification of seismic constructions
Key words: earthquake, dynamic tests, dynamic parameters, oscillation periods
Annotation:
This article presents the methodology and results of full-scale vibration-dynamic tests of a nine-story large-panel residential building in Shymkent, the Republic of Kazakhstan. The results of instrumental measurements (displacements, accelerations, floor distortions) were determined and an analysis was performed on the possibility of using this design in seismic regions of the Republic of Kazakhstan. Used Books:
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