Optimisation of steel frame considering inelastic strains and maintenance requirements

A developed mathematical model and calculation algorithm for steel frame cross‐sectional optimisation taking into account inelastic strains and maintenance requirements are presented. An evaluation of dissipative features when employing inelastic steel strains results in a significant reduction of...

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Bibliographic Details
Main Authors: Romanas Karkauskas, Juozas Nagevičius
Format: Article
Language:English
Published: Vilnius Gediminas Technical University 2007-03-01
Series:Technological and Economic Development of Economy
Subjects:
Online Access:https://journals.vgtu.lt/index.php/TEDE/article/view/7707