Comparative Analysis Pushover and Elastic-Plastic Time-History Method of Frame Structure with Viscous Dampers
2014 ◽
Vol 638-640
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pp. 1785-1788
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Keyword(s):
Chinese seismic code provision, for the energy dissipation structure, when the main structure into elastic-plastic stage, the system should be based on characteristics of the main structure, the use of static elastoplastic analysis and nonlinear time history analysis methods. In this paper, the static elastoplastic and elastic-plastic time history method of analysis and comparison to speed, such as type viscous damper type damper is not applicable to the static elastoplastic analysis.
2014 ◽
Vol 608-609
◽
pp. 134-138
2010 ◽
Vol 156-157
◽
pp. 467-472
2011 ◽
Vol 90-93
◽
pp. 1644-1648
2011 ◽
Vol 243-249
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pp. 3889-3892
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2013 ◽
Vol 353-356
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pp. 2015-2019