J. M. Reynouard
- Finite element implementation of a steel-concrete bond law for nonlinear analysis of beam-column joints subjected to earthquake type loading. Dans: Structural Engineering and Mechanics, v. 7, n. 1 (janvier 1999). (1999):
- A coupled damage-viscoplasticity model for the analysis of localisation and size effects. Dans: Computers and Concrete, v. 1, n. 2 (mai 2004). (2004):
- Damaging potential of low-magnitude near-field earthquakes on low-rise shear walls. Dans: Soil Dynamics and Earthquake Engineering, v. 24, n. 8 (septembre 2004). (2004):
- Nonlinear Analysis of Reinforced Concrete Shear Wall under Earthquake Loading. Dans: Journal of Earthquake Engineering, v. 4, n. 2 ( 2000). (2000):
- Behaviour of U-Shaped Walls Subjected to Uniaxial and Biaxial Cyclic Lateral Loading. Dans: Journal of Earthquake Engineering, v. 9, n. 1 ( 2005). (2005):
- Artificial Accelerograms Representative of the Damage Distribution on a Low-rise Shear Wall. Dans: Journal of Earthquake Engineering, v. 10, n. 2 ( 2006). (2006):
- Lightly Reinforced Walls Subjected to Seismic Excitations: Interpretation of CAMUS 2000–1 and 2000–2 Dynamic Tests. Dans: Journal of Earthquake Engineering, v. 12, n. 1 ( 2008). (2008):
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Beam Global Model For The Seismic Analysis Of RC Frames. Dans: Earthquake Engineering and Structural Dynamics, v. 25, n. 7 (juillet 1996).
https://doi.org/10.1002/(sici)1096-9845(199607)25:7<671::aid-eqe573>3.0.co;2-f
(1996): - A simple shear wall model taking into account stiffness degradation. Dans: Engineering Structures, v. 25, n. 1 (janvier 2003). (2003):
- An elasto-plastic damage model for plain concrete subjected to high temperatures. Dans: Engineering Structures, v. 24, n. 5 (mai 2002). (2002):