@ARTICLE{Kisała_D._Ocena_The,
 author={Kisała, D. and Furtak, K.},
 number={No 2},
 journal={Archives of Civil Engineering},
 pages={59-76},
 howpublished={online},
 year={The assessment of the slip influence on the deflection of the steel plate-concrete composite beams},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={The aim of this paper is to present an assessment of the slip influence on the deflection of the steel plate-concrete composite beams, which are a new type of a design concept. The proposed method is based on the procedure included in the PN-EN 1992-1-1, which has been modified with taking into consideration interface slip. The theoretical analysis was verified by experimental studies.},
 type={Artykuły / Articles},
 title={Ocena wpływu poślizgu na ugięcie belek zespolonych typu stalowa blacha-beton},
 URL={http://www.czasopisma.pan.pl/Content/84090/mainfile.pdf},
 keywords={belka zespolona typu stalowa blacha-beton, konstrukcja zespolona, poślizg w płaszczyźnie zespolenia, ugięcia, composite beams, deflection, interface slip, steel-plate concrete composite structures},
}