Buckling and post-buckling of prestressed stainless steel stayed columns
Prestressed stayed compression members are frequently required as very slender load-bearing structural components by both investors and architects. Behavior of these members depends on their geometrical and material properties, prestressing and boundary conditions. In the paper are discussed respec...
Main Authors: | Radek Pichal, Josef Machacek |
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Format: | Article |
Language: | English |
Published: |
Vilnius Gediminas Technical University
2017-06-01
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Series: | Engineering Structures and Technologies |
Subjects: | |
Online Access: | https://journals.vgtu.lt/index.php/EST/article/view/600 |
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