Isolated Structures Research and Comparative with Traditional Seismic Structures
2012 ◽
Vol 594-597
◽
pp. 1734-1739
Keyword(s):
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.
2019 ◽
Vol 6
(1)
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2014 ◽
Vol 580-583
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pp. 1458-1462
2013 ◽
Vol 671-674
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pp. 782-785
2016 ◽
Vol 20
(7)
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pp. 1125-1138
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2011 ◽
Vol 243-249
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pp. 740-745
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2014 ◽
Vol 578-579
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pp. 1361-1365
2015 ◽
Vol 23
(18)
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pp. 2926-2941
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2012 ◽
Vol 204-208
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pp. 3592-3595