An algorithm for optimal design of steel frame structures.

DOI10.1016/S0168-9274(03)00089-8zbMath1137.74309OpenAlexW2049466002MaRDI QIDQ1417633

D. Massart

Publication date: 5 January 2004

Published in: Applied Numerical Mathematics (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1016/s0168-9274(03)00089-8

Mathematics Subject Classification ID

Mechanics of deformable solids (74-XX)

Uses Software

• BRENT
• SAP2000

Cites Work

• Asynchronous distributed solution of large scale nonlinear inversion problems
• Optimum structural design with stability constraints
• An efficient method for finding the minimum of a function of several variables without calculating derivatives
• Optimal design of steel frame structures
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