Evidence theory and differential evolution based uncertainty quantification for buckling load of semi-rigid jointed frames

DOI10.1007/s12046-015-0388-0zbMath1331.74067OpenAlexW1463619200MaRDI QIDQ5963994

No author found.

Publication date: 26 February 2016

Published in: Sādhanā (Search for Journal in Brave)

Full work available at URL: https://www.ias.ac.in/describe/article/sadh/040/05/1611-1627

zbMATH Keywords

buckling loaddifferential evolutionevidence theorysemi-rigid jointed frame structuresuncertainty quantification

Mathematics Subject Classification ID

Applications of statistics in engineering and industry; control charts (62P30) Bifurcation and buckling (74G60) Foundational topics in statistics (62A99)

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Uses Software

• SEMIFEM

Cites Work

• Probabilistic eigenvalue buckling analysis solved through the ratio of polynomial response surface
• Differential evolution -- a simple and efficient heuristic for global optimization over continuous spaces
• RELIABILITY ANALYSIS OF STEEL BRACED REINFORCED CONCRETE FRAMES WITH SEMI-RIGID CONNECTIONS
• Representation of analysis results involving aleatory and epistemic uncertainty
• Upper and Lower Probabilities Induced by a Multivalued Mapping
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