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Abstract：
In order to ascertain the seismic performance of the concrete filled steel tube columns with gambrel appeared in the practical engineering, three 1/3 scaled concrete filled steel tube columns with gambrel were carried out under cyclic loading test. Based upon the test, the bearing capacity, stiffness, ductility, hysteretic curves and failure characters between the concrete filled tube columns are compared. And a simplified calculation method for bearing capacity of the concrete filled steel tube column with gambrel is established. The results show that the concrete filled steel tube columns with gambrel meet the seismic requirements through reasonable design.
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World Information on Earthquake Engineering
ISSN： 1007-6069
Year： 2011
Issue： 2
Volume： 27
Page： 88-92
Cited Count：
WoS CC Cited Count： 0
SCOPUS Cited Count：
ESI Highly Cited Papers on the List： 0 Unfold All
WanFang Cited Count：
Chinese Cited Count：
30 Days PV： 8
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