Ulf Arne Girhammar 
- (2018): A Review of Structural Robustness with Focus on Timber Buildings. Vorgetragen bei: IABSE Symposium: Tomorrow’s Megastructures, Nantes, France, 19-21 September 2018.
- (1987): Dynamic analysis of steel structures with regard to progressive collapse. In: IABSE Proceedings, v. 11 ( 1987).
- (1984): Composite timber and concrete components for walls. Vorgetragen bei: 12th IABSE Congress, Vancouver, BC, Canada, 3-7 September, 1984.
- (1984): Nail-plates as shear connectors in composite timber and concrete structures. Vorgetragen bei: 12th IABSE Congress, Vancouver, BC, Canada, 3-7 September, 1984.
- (2020): Finite Element Analysis of Alternative Load Paths in a Platform-Framed CLT Building. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 173, n. 5 (Mai 2020).
- (2014): 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).
- (2019): From file to factory: Innovative design solutions for multi-storey timber buildings applied to project Zembla in Kalmar, Sweden. In: Frontiers of Architectural Research, v. 8, n. 1 (März 2019).
- (2013): Lateral-Torsional Buckling of Partially Composite Horizontally Layered or Sandwich-Type Beams under Uniform Moment. In: Journal of Engineering Mechanics (ASCE), v. 139, n. 8 (August 2013).
- (2015): Conflict and Compromise in multi-storey timber architecture. In: arq: Architectural Research Quarterly, v. 19, n. 3 (September 2015).
- (2015): 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): Analysis of shear deflections of deep composite box-type of beams using different shear deformation models. In: Computers & Structures, v. 155 (15 Juli 2015).
- (2012): 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).
- (2015): 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): Evaluation of bending tests on composite glulam–CLT beams connected with double-sided punched metal plates and inclined screws. In: Construction and Building Materials, v. 95 (Oktober 2015).
- (2009): 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).
- (2015): Brittle failure in timber connections loaded parallel to the grain. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 168, n. 10 (Oktober 2015).
- (2015): Brittle failure in timber connections loaded parallel to the grain. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 168, n. 10 (Oktober 2015).
- (2016): Fracture Mechanics Models for Brittle Failure of Bottom Rails due to Uplift in Timber Frame Shear Walls. In: Advances in Civil Engineering, v. 2016 ( 2016).
- (2003): Influence of Geometrical Parameters on Behaviour of Reticulated Timber Domes. In: International Journal of Space Structures, v. 18, n. 2 (Mai 2003).
- (2005): Effect of Ring Beam Stiffness on Behaviour of Reticulated Timber Domes. In: International Journal of Space Structures, v. 20, n. 3 (September 2005).
- (2012): Lateral-torsional buckling of vertically layered composite beams with interlayer slip under uniform moment. In: Engineering Structures, v. 34 (Januar 2012).
- (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): Plastic models for analysis of fully anchored light-frame timber shear walls. In: Engineering Structures, v. 31, n. 9 (September 2009).
- (2017): Stiffness model for inclined screws in shear-tension mode in timber-to-timber joints. In: Engineering Structures, v. 136 (April 2017).
- (1988): Effect of Loading Rate on Nailed Timber Joint Capacity. In: Journal of Structural Engineering (ASCE), v. 114, n. 11 (November 1988).
- (2014): 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).
- (2017): 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).
- (1993): Composite Beam‐Columns with Interlayer Slip—Exact Analysis. In: Journal of Structural Engineering (ASCE), v. 119, n. 4 (April 1993).
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