The Seismic Response Investigation on the Multi-Storey Buildings with Seismically Insulating Rubber-Metal Supports

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Abstract:

The buildings of various constructive solutions with seismic isolation and without seismic isolation are considered. The system of differential equations of a multi-storey building motion with seismic isolating rubber-metal supports is presented. The graphs of the seismic response of 5, 9 and 12-storey buildings with seismic insulating rubber-metal bearings are obtained as well as with seismic action in the form of the unsteady random process. The effectiveness of seismic isolation systems with rubber-metal bearings with lead core and without it is estimated.

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362-367

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September 2018

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© 2018 Trans Tech Publications Ltd. All Rights Reserved

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