F. Ragueneau
- Assessment of the seismic behavior of reinforced concrete elements affected by corrosion: An objective comparison between quasi-static and dynamic tests. In: Structures, v. 39 (Mai 2022). (2022):
- Experimental study of corroded RC beams: dissipation and equivalent viscous damping ratio identification. In: Materials and Structures, v. 55, n. 2 (4 Februar 2022). (2022):
- Anisotropic damage modelling of biaxial behaviour and rupture of concrete structures. In: Computers and Concrete, v. 5, n. 4 (August 2008). (2008):
- Identification of an equivalent viscous damping function depending on engineering demand parameters. In: Engineering Structures, v. 188 (Juni 2019). (2019):
- Efficient approaches to finite element analysis in earthquake engineering. In: Computers & Structures, v. 81, n. 12 (Mai 2003). (2003):
- Pseudodynamic testing and nonlinear substructuring of damaging structures under earthquake loading. In: Engineering Structures, v. 31, n. 5 (Mai 2009). (2009):
- Experimental characterization and modeling of energy dissipation in reinforced concrete beams subjected to cyclic loading. In: Engineering Structures, v. 56 (November 2013). (2013):
- Modelling of three-dimensional crack patterns in deep reinforced concrete structures. In: Engineering Structures, v. 83 (Januar 2015). (2015):
- Macroscopic modeling of reinforced concrete joints: Application to thermal break elements subject to earthquake loadings. In: Engineering Structures, v. 79 (November 2014). (2014):
- Dissipations in reinforced concrete components: Static and dynamic experimental identification strategy. In: Engineering Structures, v. 163 (Mai 2018). (2018):
- Three key points for a large-scale seismic assessment of masonry architectural heritage. Vorgetragen bei: Structural Analysis of Historical Constructions (SAHC) 2016, Leuven, Belgium, 13-15 September 2016. (2016):
- EFICoS: une technique par éléments finis simplifiés pour la prévision du comportement des structures B.A. sous charges sévères. EFICoS: a finite element technique in predicting the behaviour of R.C. structures under severe loadings. Vorgetragen bei: La Technique française du béton, XIIIe congrès de la FIB, Amsterdam 1998. (1998):