Isolated Structures Research and Comparative with Traditional Seismic Structures

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Abstract:

This paper introduces the concept and design method of the base isolation structure, through the SAP2000 software to analyze 6-story reinforced concrete frame for nonlinear time-history analysis, comparison of isolated and non-isolated structure's maximum displacement, acceleration under frequent earthquake and the maximum displacement, acceleration of isolation structure under rare earthquake. The results show that the isolated structure have a much better seismic responding than the traditional structures.

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Periodical:

Advanced Materials Research (Volumes 594-597)

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1734-1739

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Online since:

November 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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