The paper studies various types of seismoisolation, applied to decrease the seismic load on building’s superstructure. The author suggests a mathematical model and non-linear system’s motion equation for kinematic excitation of oscillations. Timing deterministic analysis for earthquake accelerogram was carried out to compare the efficiency of various types of seismoisolations.
Other articles in section
UDK: 622.242.2:861.3 Abramyan S. G., Savenya S. N., Ushakov A. P. PipEst computational technology for the evaluation of main pipelines’ resource Go
Copyright � 2006 “Internet-vestnik VolgGASU”. ISSN 1994-0351. The citation of materials must include reference to this site.