Failure of Slender Concrete Columns Due to a Loss of Stability
Author:
Affiliation:
1. Dept. of Concrete Structures and Bridges, Faculty of Civil Engineering , Slovak University of Technology , Bratislava , Slovakia
2. Faculty of Civil Engineering , Slovak University of Technology , Bratislava , Slovakia
Abstract
Publisher
Walter de Gruyter GmbH
Link
https://www.sciendo.com/pdf/10.2478/sjce-2019-0007
Reference7 articles.
1. Benko, V. - Kendický, P. - Gucký, T. (2016)Failure of slender concrete columns of loss of stability. In: Key Engineering Materials: Reliability Aspects in the Design and Execution of Concrete Structures. Vol. 691, pp. 185-194. ISSN 1013-9826.
2. Benko, V. - Gucký, T. - Valašík, A. (2016)The reliability of slender concrete columns subjected to a loss of stability. In: Advances and Trends in Engineering Sciences and Technologies II: proceedings of the 2nd International Conference on Engineering Sciences and Technologies. High Tatras Mountains, Tatranské Matliare, Slovak Republic, 29 June - 1 July 2016
3. Benko V. - Čuhák M. - Strauss A. - Taubling B. - Valašík A. (2017)Reliability of slender columns, Beton - und Stahlbeton, vol. 112,
4. EN 1992-1-1:2004 Eurocode 2: Design of concrete structures - Part 1-1: General rules and building rules.
5. DIN 1045-1:2001: Tragwerke aus Beton, Stahlbeton und Spannbeton – Teil 1: Bemessung und Konstruktion
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