Object Dynamics of the Seismic Isolation Site: Analogous Building
Authors:
Vladimir A. Lapin
Ph.D.in Engineering Science, Director of the Center for Scientific Research of the Construction Industry, Corresponding Member of the NIA of Kazakhstan and IEA, KazRDICA JSC, Almaty, Republic of Kazakhstan
Yerzhanov S.Е.
Ph.D. in Engineering Science, Adviser to Director General for Science, Corresponding Member of NEA RK and IEA,KazNIISA JSC, Republik of Kazakhstan, Almaty
Rubric: Theoretical and experimental studies
Key words: accelerogramm, dynamics, vibration tests, safety.
Annotation:
The results of reference building (analogous building) research at the seismic isolation site is presented in the study. A system of cross-strips foundations, seismic insulating kinematic foundations and pillars with fluoroplastic gaskets were utilized in building construction. There are stations of engineering seismological measurement services installed on the buildings. It is analyzed the experimental studies for analogous building performed in the late 80s. The results are compared with the earthquake instrumental records happened on August 16, 2014. According to the seismological measurement services the building oscillation period is 0.40 sec, that fully corresponds to data vibration test with a minimum load of unbalances - 0.39-0.42 sec. It has been established that the floor distortions decrease with building height. Mainly the building is deformed by shear scheme. Taking into account the experimental data, a piecewise linear diagram of the deformation of a single-mass dynamic model of a building is constructed.