- Development of a pressure-, velocity-, and acceleration-dependent phenomenological friction model using experimental data of sliding tests between 11 polymers and stainless steel. Dans: Engineering Structures, v. 318 (novembre 2024). (2024):
- System effects in T‐shaped timber shear walls: Effects of transverse walls, diaphragms, and axial loading. Dans: Earthquake Engineering and Structural Dynamics, v. 53, n. 8 (avril 2024). (2024):
- Static and dynamic experimental validations of a frictional isolator with improved internal lateral impact behavior. Dans: Soil Dynamics and Earthquake Engineering, v. 181 (juin 2024). (2024):
- Comparative analysis of the dynamic behavior of structures equipped with cylindrical and spherical frictional bearings subjected to near-fault earthquakes. Dans: Structures, v. 60 (février 2024). (2024):
- Experimental validation of an energy-dissipating anchoring system for continuously-supported storage tanks. Dans: Structures, v. 55 (septembre 2023). (2023):
- Comparative seismic performance of a moment frame equipped with Lateral Impact Resilient Double Concave Frictional devices. Dans: Procedia Structural Integrity, v. 44 ( 2023). (2023):
- Seismic reliability of structures equipped with LIR‐DCFP bearings in terms of superstructure ductility and isolator displacement. Dans: Earthquake Engineering and Structural Dynamics, v. 51, n. 13 (25 octobre 2022). (2022):
- Evaluating the use of variable curvature frictional isolators to mitigate the adverse effects of internal lateral impacts. Dans: Engineering Structures, v. 266 (septembre 2022). (2022):
- Full‐scale shaking table test and numerical modeling of a 3000‐liter legged storage tank isolated with a vertical rocking isolation system. Dans: Earthquake Engineering and Structural Dynamics, v. 51, n. 6 (mai 2022). (2022):
- Lateral Impact Resilient double concave Friction Pendulum (LIR-DCFP) bearing: Formulation, parametric study of the slider and three-dimensional numerical example. Dans: Engineering Structures, v. 233 (avril 2021). (2021):
- A novel device for a vertical rocking isolation system with uplift allowed for industrial equipment and structures. Dans: Engineering Structures, v. 214 (juillet 2020). (2020):
-
Modelling aspects of structures isolated with the frictional pendulum system. Dans: Earthquake Engineering and Structural Dynamics, v. 27, n. 8 (août 1998).
https://doi.org/10.1002/(sici)1096-9845(199808)27:8<845::aid-eqe760>3.0.co;2-t
(1998): -
A macro-element model for inelastic building analysis. Dans: Earthquake Engineering and Structural Dynamics, v. 29, n. 12 (décembre 2000).
https://doi.org/10.1002/1096-9845(200012)29:12<1725::aid-eqe982>3.0.co;2-4
(2000): - Analytical model of structures with frictional pendulum isolators. Dans: Earthquake Engineering and Structural Dynamics, v. 31, n. 2 (février 2002). (2002):
- Physical model for dynamic analysis of structures with FPS isolators. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 8 (10 juillet 2003). (2003):
- Accidental torsion due to overturning in nominally symmetric structures isolated with the FPS. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 6 (mai 2003). (2003):
- An experimental study of nominally symmetric and asymmetric structures isolated with the FPS. Dans: Earthquake Engineering and Structural Dynamics, v. 32, n. 6 (mai 2003). (2003):
- Earthquake behavior of structures with copper energy dissipators. Dans: Earthquake Engineering and Structural Dynamics, v. 33, n. 3 (mars 2004). (2004):
- Tall building vibration control using a TM-MR damper assembly. Dans: Earthquake Engineering and Structural Dynamics, v. 40, n. 3 (mars 2011). (2011):
- Torsional balance of plan-asymmetric structures with frictional dampers: analytical results. Dans: Earthquake Engineering and Structural Dynamics, v. 34, n. 9 (25 juillet 2005). (2005):
- Three-dimensional behavior of a spherical self-centering precast prestressed pile isolator. Dans: Earthquake Engineering and Structural Dynamics, v. 38, n. 5 (25 avril 2009). (2009):
- Torsional balance as new design criterion for asymmetric structures with energy dissipation devices. Dans: Earthquake Engineering and Structural Dynamics, v. 38, n. 12 (10 octobre 2009). (2009):
- Torsional balance of seismically isolated asymmetric structures. Dans: Engineering Structures, v. 46 (janvier 2013). (2013):
- Torsional balance of plan asymmetric structures with viscoelastic dampers. Dans: Engineering Structures, v. 29, n. 6 (juin 2007). (2007):
- A bidirectional and homogeneous tuned mass damper: A new device for passive control of vibrations. Dans: Engineering Structures, v. 29, n. 7 (juillet 2007). (2007):
- Linear isolation of stainless steel legged thin-walled tanks. Dans: Engineering Structures, v. 29, n. 7 (juillet 2007). (2007):
- Base–structure interaction of linearly isolated structures with lateral–torsional coupling. Dans: Engineering Structures, v. 30, n. 1 (janvier 2008). (2008):
- Non linear vertical-rocking isolation system: Application to legged wine storage tanks. Dans: Engineering Structures, v. 152 (décembre 2017). (2017):
- Three-Dimensional Inelastic Response of an RC Building during the Northridge Earthquake. Dans: Journal of Structural Engineering (ASCE), v. 127, n. 5 (mai 2001). (2001):
- Torsional balance of plan-asymmetric structures with frictional dampers: experimental results. Dans: Earthquake Engineering and Structural Dynamics, v. 35, n. 15 (décembre 2006). (2006):