Behaviour of the Tubular Columns Filled by Concrete Subjected to Buckling Compression

Author:

Bukovsk´ P.,Karmazínov´ M.

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference3 articles.

1. Bukovská, P., Karmaz’nová, M., Neubauerová, P. Buckling Resistance of Steel Tubular Columns Filled by High-strength Concrete, In Proceedings of the 5th WSEAS International Conference on Engineering Mechanics, Structures, Engineering Geology, WSEAS Press: Cambridge 2012, pp. 172-177. ISBN 978-1-61804-071-8.

2. Karmaz’nová, M. and Melcher, J.J. Design assisted by testing applied to the determination of the design resistance of steel-concrete composite columns, In Proceedings of the 13th WSEAS International Conference on Mathematical and Computational Methods in Science and Engineering MACMESE’11, WSEAS Press: Catania 2011, pp. 420-425. ISBN 978-1-61804-046-6.

3. Karmaz’nová, M. Structural members design resistance based on the methods using the design assisted by testing philosophy, In Proceedings of the 10th International Conference on Modern Building Materials, Structures and Techniques, VGTU: Vilnius, 2010, pp. 667-674. ISBN 978-9955-28-593-9.

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