TY - JOUR N2 - 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. L1 - http://www.journals.pan.pl/Content/103345/PDF/ace-2017-0019.pdf.pdf L2 - http://www.journals.pan.pl/Content/103345 PY - 2017 IS - No 2 EP - 112 KW - wood-framed buildings KW - numerical analysis KW - orthotropic material A1 - Malesza, J. PB - WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES DA - 30.06.2017 T1 - Effective model for analysis of wood-framed timber structures SP - 99 UR - http://www.journals.pan.pl/dlibra/publication/edition/103345 T2 - Archives of Civil Engineering ER -