LARGE DISPLACEMENT ELASTOPLASTIC ANALYSI
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F. TIN-LOI; J. S. MISA
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Article
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1996
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John Wiley and Sons
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English
β 998 KB
A mathematical programming approach for the large displacement analysis of elastoplastic plane frames with flexible, partial-strength beam-to-column connections is proposed. The incremental formulation is developed within the framework of a discrete model, piecewise linear yield surfaces and large d