Follow
Luis Sanchez Ricart
Title
Cited by
Cited by
Year
Parametric study of ductile moment‐resisting steel frames: A first step towards Eurocode 8 calibration
L Sanchez‐Ricart, A Plumier
Earthquake Engineering & Structural Dynamics 37 (7), 1135-1155, 2008
472008
Reduction factors in seismic codes: on the components to be taken into account for design purposes
L Sanchez-Ricart
Georisk 4 (4), 208-229, 2010
142010
Reduction of underwater noise radiated by ships: design of metallic foams for diesel tanks
J Garcia-Pelaez, JM Rego-Junco, L Sánchez-Ricart
IEEE Journal of Oceanic Engineering 43 (2), 444-456, 2017
112017
Fluid-Solid Static Coupling for Saturated Porous Fiber Metals in the Biot’s Acoustic Theory
L Sanchez-Ricart, J García-Peláez
Acta Acustica united with Acustica, 2013
72013
Particularities raised by the evaluation of load reduction factors for the seismic design of composite steel concrete structures
L Sanchez, A Plumier
Proceedings of the SDSS 99, 1999
71999
Influence of strain rate
D Beg, A Plumier, C Remec, L Sanchez-Ricart
Moment resistant connections of steel frames in seismic areas-design and …, 2000
62000
Viscous dissipative power density function for poroelastic saturated materials at high frequencies
L Sanchez-Ricart, J Garcia-Pelaez
Mechanics of Materials 73, 11-27, 2014
52014
Fully variational 6th order elastodynamic formulation for the treatment of blast or fast impulsive forces
L Sanchez-Ricart
Computational Mechanics 49, 397-409, 2012
42012
Treatment of fast moving loads in elastodynamic problems with a space-time variational formulation
L Sanchez-Ricart
Meccanica 48, 1975-1994, 2013
32013
Seismic assessment and retrofitting of a S shape building with expansion joints
A Plumier, V Denoël, L Sanchez, C Doneux, V Warnotte, W Van Alboom
Seismic Performance Assessment and Rehabilitation of Existing buildings …, 2005
32005
Tests on the strain rate effects on beam-to-column steel connection
L Sanchez, A Plumier
STESSA 2000: Behaviour of Steel Structures in Seismic Areas, 247-254, 2021
22021
Implications of structural overstrength on the calibration of seismic codes
L Sanchez-Ricart
Bulletin of Earthquake Engineering 9 (5), 1579-1592, 2011
22011
Seismic performance of ductile steel moment resisting frames designed according to Eurocode 3 and Eurocode 8. First step for Eurocode 8 calibration
L Sanchez-Ricart, A Plumier
STESSA 2003-Behaviour of Steel Structures in Seismic Areas, 567-575, 2018
12018
Acoustics in anisotropic poroelasticity: space–time variational formulation
L Sanchez-Ricart, J García-Peláez
Meccanica 49, 2757-2783, 2014
12014
Seismic performance of ductile steel moment resisting frames designed according to Eurocode 3 and Eurocode 8. First step for Eurocode 8 calibration.
L Sanchez, A Plumier
STESSA 2003, 2003
12003
Seismic performance of ductile steel moment resisting frames designed according to Eurocode 3 and Eurocode 8. First step for Eurocode 8 calibration.
L Sanchez, A Plumier
STESSA 2003, 2003
12003
Aliasing Reduction with a 6th Order Space-Time Variational Formulation
G Ortuño-Sáez, L Sanchez-Ricart
Acta Acustica united with Acustica 102 (6), 1045-1060(16), 2016
2016
Acoustic design of porous media with dimensionless numbers: redesign for new applications
L Sanchez-Ricart, J García-Peláez
Meccanica 49, 2307-2322, 2014
2014
Analytical Solutions of a Covering formed by Two Porous Layers: Reflected and Transmitted Energy Reductions
L Sanchez-Ricart, J García-Peláez
Acta Acustica united with Acustica, 2014
2014
Design of Metallic Foams for Noise Reduction in Aircraft’s Tanks of Kerosene
L Sanchez-Ricart, J García-Peláez
Sent for Publication, 2014
2014
The system can't perform the operation now. Try again later.
Articles 1–20