Abstract
A limit states criterion of ductility is described for nonlinear behaviour of structural members in flexure. Experimental results and theoretical models are reported for the behaviour of steel and composite continuous beams, portal frames, and continuous steel pipes. The ductility criterion is used to identify the basis for analyzing the load effects and resistances of these elements. Key words: limit states, ductility, analysis, design, beams, pipes, steel, composite, resistance.
Publisher
Canadian Science Publishing
Subject
General Environmental Science,Civil and Structural Engineering
Cited by
2 articles.
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