Reliability of Portal Frames with Interacting Stress Resultants

A general formulation based on mathematical programming and structural reliability theory is given for the analysis and synthesis of portal frames where yield with respect to plastic collapse is governed by several stress resultants. The mechanism compatibility equations are formulated using the gen...

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Veröffentlicht in:	Journal of structural engineering (New York, N.Y.) N.Y.), 1990-12, Vol.116 (12), p.3475-3496
1. Verfasser:	DA CRUZ SIMOES, L. M
Format:	Artikel
Sprache:	eng
Schlagworte:	Applied sciences Buildings. Public works Computation methods. Tables. Charts Exact sciences and technology Structural analysis. Stresses TECHNICAL PAPERS
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