A mathematical programming computational model for disproportionate collapse analysis of steel building frames

DOI10.1007/S11590-011-0278-2zbMath1258.90110OpenAlexW2036124929MaRDI QIDQ691388

S. Gerasimidis, C. D. Bisbos, A. Ampatzis

Publication date: 30 November 2012

Published in: Optimization Letters (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1007/s11590-011-0278-2

zbMATH Keywords

robustnesslimit analysisdamaged steel framesdisproportionate collapse analysis

Mathematics Subject Classification ID

Applications of mathematical programming (90C90) Linear programming (90C05)

Related Items (1)

A projected Newton algorithm for the dual convex program of elastoplasticity

Uses Software

• Matlab

Cites Work

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• Detecting critical nodes in sparse graphs
• Numerical shakedown analysis of damaged structures
• On implementing a primal-dual interior-point method for conic quadratic optimization
• Second-order cone and semidefinite representations of material failure criteria
• A simplified damage mechanics approach to nonlinear analysis of frames

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