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: | , |
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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 |