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Abstract：
In this paper, two model experiments of the concrete-filled steel tubular (CFST) rib arch under in-plane loads are reported. It is found that CFST rib arch has good elastic-plastic behavior and high strength. The mechanic behavior of CFST rib arch under in-plane load is studied. The simplified methods to calculate the structure＇s in-plane ultimate strength are discussed as well.
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Engineering Mechanics
ISSN： 1000-4750
CN： 11-2595/O3
Year： 2000
Issue： 2
Volume： 17
Page： 43-50
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SCOPUS Cited Count：
ESI Highly Cited Papers on the List： 0 Unfold All
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30 Days PV： 1
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