Jörgen Johansson
- Influence of foundation damping on offshore wind turbine monopile design loads. Dans: Marine Structures, v. 83 (mai 2022). (2022):
- Two Dimensional Lagrangian Particle Finite Difference Method For Modeling Large Soil Deformations. Dans: 土木学会論文集 (Doboku Gakkai rombunshū), v. 2001, n. 682 (juillet 2001). (2001):
- Equivalent linear pseudostatic and dynamic modelling of vertically vibrating monopile. Dans: Marine Structures, v. 75 (janvier 2021). (2021):
- Fault induced permanent ground deformations—an experimental comparison of wet and dry soil and implications for buried structures. Dans: Soil Dynamics and Earthquake Engineering, v. 26, n. 1 (janvier 2006). (2006):
- Kizawa tunnel cracked on 23 October 2004 Mid-Niigata earthquake: An example of earthquake-induced damage to tunnels in active-folding zones. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 2 (février 2009). (2009):
- Fault induced permanent ground deformations: Experimental verification of wet and dry soil, numerical findings' relation to field observations of tunnel damage and implications for design. Dans: Soil Dynamics and Earthquake Engineering, v. 27, n. 10 (octobre 2007). (2007):