Evolutive and Kinematic Limit Analysis Algorithms for Large-Scale 3D Truss-Frame Structures: Comparison Application to Historic Iron Bridge Arch

DOI10.1142/S0219876219400206OpenAlexW2970171478WikidataQ127331820 ScholiaQ127331820MaRDI QIDQ5111977

Egidio Rizzi, Rosalba Ferrari, Giuseppe Cocchetti

Publication date: 27 May 2020

Published in: International Journal of Computational Methods (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219876219400206

zbMATH Keywords

limit analysiscollapse load multiplierevolutive elastoplastic responsehistoric constructionkinematic (upper-bound) theoremplastic collapse mechanismtruss-frame structures

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX) Systems theory; control (93-XX)

Cites Work

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• Elastic-plastic and limit-state analyses of frames with softening plastic-hinge models by mathematical programming
• Extended limit design theorems for continuous media

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