Local Buckling Restraining Behavior of Thin-Walled Circular CFT Columns under Seismic Loads
In: Journal of Structural Engineering, Jg. 140 (2014-05-01)
Online
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Zugriff:
The local buckling restraining behavior of thin-walled circular concrete-filled tubular (CFT) columns is examined under seismic loads by conducting a bidirectional cyclic loading and a bidirectional shaking table test. According to the responses of the deformations and strains measured in the bidirectional cyclic loading test, the axial compressive force acting on the buckled part of a steel tube is reduced with the increase in its local buckling deformation because most of the compressive axial force is transferred from the steel tube to the in-filled concrete. The reduction in the compressive axial force in the steel tube slows the progress of the buckling deformation. In addition, under a cyclic load applied after the occurrence of local buckling, the opening and closing of major horizontal cracks and dilation occur in the in-filled concrete. As a result, a predominant tensile axial force acts repeatedly on the buckled part of the outer steel tube. This tensile force restrains or restores the l...
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Local Buckling Restraining Behavior of Thin-Walled Circular CFT Columns under Seismic Loads
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Autor/in / Beteiligte Person: | Goto, Yoshiaki ; Lu, Xilin ; Ebisawa, Takemasa |
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Zeitschrift: | Journal of Structural Engineering, Jg. 140 (2014-05-01) |
Veröffentlichung: | American Society of Civil Engineers (ASCE), 2014 |
Medientyp: | unknown |
ISSN: | 1943-541X (print) ; 0733-9445 (print) |
DOI: | 10.1061/(asce)st.1943-541x.0000904 |
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