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Abstract：
Tests on eight rectangular concrete-filled cold-formed steel tubular specimens were carried out. The stress-strain relations for steel and concrete are established. A theoretical model is developed in this paper for the composite stub columns, beams and beam-columns. A reasonable good agreement is observed between the predicted and tested curves. Based on parametric analysis, simplified calculation methods are derived to predict the load-carrying capacities of the composite members.
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Engineering Mechanics
ISSN： 1000-4750
CN： 11-2595/O3
Year： 2006
Issue： 3
Volume： 23
Page： 147-155
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ESI Highly Cited Papers on the List： 0 Unfold All
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30 Days PV： 0
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