@ARTICLE{Malesza_J._Efektywny_2017,
 author={Malesza, J.},
 number={No 2},
 journal={Archives of Civil Engineering},
 pages={99-112},
 howpublished={online},
 year={2017},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={This paper presents new procedure modeling based on finite element method analysis of wood-framed timber structures. The fasteners linking boards of sheathing with the timber frame both modeled applying shell finite element, with individual material parameters, remain the main objective of this manuscript. Material parameters are obtained from experimental tests and numerical identification. The main objective of the paper is the elaboration of the numerical model with high precision of mapping, and, at the same time, diminishing the number of the unknown simplifying the process of the modeling of timber structures. The new presented method leads to a simplification of analysis of multistory wood-framed multifamily building structures.},
 type={Artykuły / Articles},
 title={Efektywny model analizy szkieletowych konstrukcji drewnianych},
 title={Effective model for analysis of wood-framed timber structures},
 URL={http://www.journals.pan.pl/Content/103345/PDF/ace-2017-0019.pdf.pdf},
 keywords={szkieletowe budynki drewniane, analiza numeryczna, materiał ortotropowy, wood-framed buildings, numerical analysis, orthotropic material},
}