Bo Källsner
- Numerical out-of-plane stability analysis of long span timber trusses with focus on buckling length calculations. In: Engineering Structures, v. 204 (Februar 2020). (2020):
- Splitting capacity of bottom rails in partially anchored timber frame shear walls with double-sided sheathing. In: The IES Journal Part A: Civil & Structural Engineering, v. 8, n. 1 (Dezember 2014). (2014):
- Splitting capacity of bottom rail in partially anchored timber frame shear walls with single-sided sheathing. In: The IES Journal Part A: Civil & Structural Engineering, v. 7, n. 2 (April 2014). (2014):
- Span-Dependent Distributions of the Bending Strength of Spruce Timber. In: Journal of Engineering Mechanics (ASCE), v. 131, n. 5 (Mai 2005). (2005):
- Brittle Failures in Timber Beams Loaded Perpendicular to Grain by Connections. In: Journal of Materials in Civil Engineering (ASCE), v. 27, n. 11 (November 2015). (2015):
- Splitting of timber beams loaded perpendicular to grain by connections – Combined effect of edge and end distance. In: Construction and Building Materials, v. 35 (Oktober 2012). (2012):
- Comparison of models and tests on bottom rails in timber frame shear walls experiencing uplift. In: Construction and Building Materials, v. 94 (September 2015). (2015):
- Shear modulus of structural timber evaluated by means of dynamic excitation and FE analysis. In: Materials and Structures, v. 48, n. 4 (April 2015). (2015):
- Analysis of fully anchored light-frame timber shear walls—elastic model. In: Materials and Structures, v. 42, n. 3 (April 2009). (2009):
- Analysis of influence of imperfections on stiffness of fully anchored light-frame timber shear walls—elastic model. In: Materials and Structures, v. 42, n. 3 (April 2009). (2009):
- (2017): Tests and Analyses of Slotted-In Steel-Plate Connections in Composite Timber Shear Wall Panels. In: Advances in Civil Engineering, v. 2017 ( 2017).
- Plastic models for analysis of fully anchored light-frame timber shear walls. In: Engineering Structures, v. 31, n. 9 (September 2009). (2009):
- Elasto-plastic model for analysis of influence of imperfections on stiffness of fully anchored light-frame timber shear walls. In: Engineering Structures, v. 31, n. 9 (September 2009). (2009):
- Stiffness model for inclined screws in shear-tension mode in timber-to-timber joints. In: Engineering Structures, v. 136 (April 2017). (2017):
- Evaluation of softening behaviour of timber light-frame walls subjected to in-plane forces using simple FE models. In: Engineering Structures, v. 81 (Dezember 2014). (2014):
- Modeling of shear walls using finite shear connector elements based on continuum plasticity. In: Frontiers of Structural and Civil Engineering, v. 11, n. 2 (April 2017). (2017):