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Abstract：
14 square concrete-filled steel tubes have been studied experimentally. The parameters such as initial stress coefficient, load eccentric ratio, strength of concrete and slenderness ratio of test specimens are discussed in detail for their effects on bearing capacity of the members. The initial stress effect coefficient of square concrete-filled steel tube beam-column are given.
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Journal of Harbin Institute of Technology
ISSN： 0367-6234
CN： 23-1235/T
Year： 2003
Issue： SUPPL.
Volume： 35
Page： 164-166
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SCOPUS Cited Count：
ESI Highly Cited Papers on the List： 0 Unfold All
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30 Days PV： 3
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