Lang, Tibor and Sokol, Milan (2011) Behavior of diagonal-to-column joint under cycling loading. Pollack Periodica, 6 (2). pp. 61-67. ISSN 1788-1994
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Abstract
Non-linear analysis of steel semi-rigid diagonal-to-column joint is presented in the paper. Investigated joint is a part of a structural system, which was often used in Slovakia. The results from analysis will help with the correct preparation of a test. Evaluation of stiffness and resistance of this joint is the purpose. These parameters are the input values for efficient analysis of structures by component method. The aim of work is to detect joint resistance under cyclic loading and to identify its failure mechanism. Final aim is to establish the influence of joints to the whole structure.
| Item Type: | Article |
|---|---|
| Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok |
| Depositing User: | Erika Bilicsi |
| Date Deposited: | 03 Nov 2017 12:14 |
| Last Modified: | 03 Nov 2017 12:14 |
| URI: | http://real.mtak.hu/id/eprint/66821 |
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