Abstract
Steel–concrete composite columns are examples of an efficient use of systems that involve interactive behavior of structural steel components with concrete. Recent developments in composite columns make use of both the strength and fire resistance of concrete, thus providing an economical structural element. Since 1995, composite columns for high-rise buildings have gained acceptance as a viable alternative to structural steel or reinforced concrete columns. Composite columns also offer considerable flexibility for variations in construction shapes without significant loss of structural efficiency.
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