Behavior of diagonal-to-column joint under cycling loading

descriptionPublicationkeyboard_double_arrow_right Article 01 Aug 2011 Hungary English Publisher:Akademiai Kiado Zrt.Journal:Pollack Periodica, volume 6, pages 61-67 (issn: 1788-1994, eissn: 1788-3911,

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Authors: Lang, Tibor; Sokol, Milan;

doi: 10.1556/pollack.6.2011.2.6

Behavior of diagonal-to-column joint under cycling loading

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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.

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Hungary

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Keywords

TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok

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