@ARTICLE{Maslak_M._Design_2019,
 author={Maslak, M. and Pazdanowski, M.},
 volume={Vol. 65},
 number={No 4},
 journal={Archives of Civil Engineering},
 pages={249-261},
 howpublished={online},
 year={2019},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={New computational procedures developed within the framework of international research projects „Grispe” and „Grispe Plus” are briefly presented and characterised here. Considered algorithms pertain to the verification of bearing capacity and serviceability of selected bearing structure components erected with especially shaped thinwalled sheet metal panels. Structural components of this type are so far rather absent from the codes, and as a result the unequivocal design requirements have not been developed for them. Key problems related to the detailed analysis of the following element classes: steel decks with embossments, indentations and/or outwards stiffeners; liner trays; corrugated sheeting; curved profiles; cladding and roof profile assemblies; perforated and holed profiles; external interlocking planks and their assemblies are indicated in the text. The procedures formulated as a part of the projects indicated above have been delivered to CEN as an official proposal of amendments and/or additions submitted for introduction to the new generation of Eurocodes currently under preparation, and especially as an extension to the code EN 1993-1-3.},
 type={Article},
 title={Design using special steel sheet profiles – procedures developed within the framework of Grispe and Grispe Plus projects},
 URL={http://journals.pan.pl/Content/115702/PDF-MASTER/16_ace-2019-0058.pdf},
 keywords={thin-walled steel sheet profiles, amendments and additions to the standards, moment resistance, susceptibility to deformations, profile assemblies, embossments and/or indentations, holes and/or perforation, interlocking planks},
}