Horizontal Stabilisation of Sheathed Timber Frame Structures Using Plastic Design Methods – Introducing a Handbook Part 4: Design in Ultimate Limit State

Regelsamling för konstruktion. Boverkets konstruktionsregler, BKR, med ändringar t.o.m BFS 2003:3, byggnadsverkslagen och byggnadsverksförordningen, Boverket 2003 (under revidering 2009). 1995-1-1, 2009, Eurokod 5, Dimensionering av träkonstruktioner – Del 1-1: Allmänt – Gemensamma regler och regler för byggnader, SIS 2007. (under revidering) Källsner, 2009, Analysis of fully anchored light-frame timber shear walls – elastic model, RILEM, Materials and Structures, 42, 301, 10.1617/s11527-008-9463-x Källsner, 2009, Plastic models for analysis of fully anchored light-frame timber shear walls, Engineering Structures, 31, 2171, 10.1016/j.engstruct.2009.03.023 Girhammar, 2009, Analysis of influence of imperfections on stiffness of fully anchored lightframe timber shear walls – elastic model, RILEM, Materials and Structures, 42, 321, 10.1617/s11527-008-9458-7 Girhammar, 2009, Elasto-plastic model for analysis of influence of imperfections on stiffness of fully anchored light-frame timber shear walls, Engineering Structures, 31, 2182, 10.1016/j.engstruct.2009.03.016 Källsner, 2004 Källsner, 2005 Girhammar, 2006 Girhammar, 2008 Källsner, 2008 Girhammar, 2009 Källsner, 2009, Horisontalstabilisering av träregelstommar – Plastisk dimensionering av väggar med träbaserade skivor. SP Rapport 2008:47, SP Technical Research Institute of Sweden, (Horizontal stabilization of timber frame structures – Plastic design of shear walls using timber based sheathing) United Kingdom National Amendment to British Standard EN 1995-1-1:2004 + A.1:2008, Incorporating National Amendment No. 2, publication PD6693-1 “Simplified analysis of wall diaphragms”, 2012. Källsner, 2001, A simplified plastic model for design of partially anchored wood-framed shear walls, CIB/W18 Meeting, Venice, Italy, August 22-24 Källsner, 2002, A plastic design model for partially anchored wood-framed shear walls with openings, CIB/W18 Meeting, Kyoto, Japan, September 16-19 Girhammar, 2002, On test methods for determining racking strength and stiffness of wood-framed shear walls, CIB/W18 Meeting, Kyoto, Japan, September 16-19 Källsner, 2004, A plastic lower bound method for design of wood-framed shear walls. 8th World Conference on Timber Engineering, Lahti, Finland June 14-17 Girhammar, 2004, Characteristics of sheathing-to-timber joints in wood shear walls. 8th World Conference on Timber Engineering, Lahti, Finland June 14-17 Girhammar, 2004, Tests on partially anchored wood-framed shear walls. 8th World Conference on Timber Engineering, Lahti, Finland June 14-17 Källsner, 2006, A plastic design method for incompletely anchored wood-framed wall diaphragm. 9th World Conference on Timber Engineering, Portland, Oregon, USA August 6-10 Girhammar, 2007, Effect of transverse walls on capacity of wood-framed wall diaphragms - Part 2. CIB/W18 Meeting, Bled, Slovenia August 28-31 Källsner, 2008, A plastic design procedure for wood frame wall diaphragms. 10th World Conference on Timber Engineering, Miyazaki, Japan, June 2-5 Girhammar, 2010 Vessby, 2010 Källsner, 2010 Girhammar, 2010 Källsner, 2012 Caprolu, 2012 Caprolu, 2014, Splitting capacity of bottom rail in partially anchored timber frame shear walls with single-sided sheathing, The IES Journal Part A: Civil & Structural Engineering, 7, 83 Vessby, 2014, Evaluation of softening behaviour of timber light-frame walls subjected to in-plane forces using simple FE models, Engineering Structures, 81, 464, 10.1016/j.engstruct.2014.09.032 Caprolu, 2015, Splitting capacity of bottom rails in partially anchored timber frame shear walls with double-sided sheathing, The IES Journal Part A: Civil & Structural Engineering, 8, 1 Girhammar, U.A. and Källsner, B. Design against brittle failure of bottom rails in partially anchored wood frame shear walls, Structures and Buildings, ICE. http://dx.doi.org/10.1680/jstbu.15.00015, 2016.