@ARTICLE{Bródka_J._Design_2015,
 author={Bródka, J.},
 number={No 1},
 journal={Archives of Civil Engineering},
 pages={3-16},
 howpublished={online},
 year={2015},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={These joints are used when the designer and contractor anticipate difficulties during the construction of overlap joints. They were not included in the PN EN 1993‒1‒8 in full scale. Resistance assessment of such joints is presented in accordance with standard rules. The results were compared with the experimental studies carried out at the “Mostostal” Centre; while the former research activities and the legitimacy of the proposed method of assessing the resistance of these joints was confirmed. This is an example of an overlap joint calculation.},
 type={Artykuły / Articles},
 title={Design of hollow section overlap joints with reinforcing rib plate. Joint resistance},
 URL={http://ochroma.man.poznan.pl/Content/83993/mainfile.pdf},
 keywords={resistance, assessment, overlap joint},
}