Dynamic Performance Analysis of Steel Frame Structure under Seismic Action
2019 ◽
Vol 2
(2)
◽
pp. 1
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In order to find out the dynamic characteristics of a steel frame structure project in the 8 degree (0.3g) area, the artificial wave, Taft wave and El Centro wave were input by using the finite element analysis software ANSYS. The dynamic time-history analysis of the structure shows the dynamic performance of the structure under the frequent earthquakes and rare earthquakes.
2020 ◽
Vol 455
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pp. 012030
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2011 ◽
Vol 105-107
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pp. 818-822
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2013 ◽
Vol 351-352
◽
pp. 524-527
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2017 ◽
Vol 27
(2)
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pp. e1414
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2010 ◽
Vol 168-170
◽
pp. 553-558
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2005 ◽
pp. 251-256
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2010 ◽
Vol 163-167
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pp. 600-604
2012 ◽
Vol 204-208
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pp. 1215-1219
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