Francisco López Almansa
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New methodology for calculating damage variables evolution in Plastic Damage Model for RC structures
B Alfarah, F López-Almansa, S Oller
Engineering Structures 132, 70-86, 2017
Design energy input spectra for moderate‐seismicity regions
A Benavent‐Climent, LG Pujades, F Lopez‐Almansa
Earthquake engineering & structural dynamics 31 (5), 1151-1172, 2002
A low-tech dissipative buckling restrained brace. Design, analysis, production and testing
G Palazzo, F López-Almansa, X Cahís, F Crisafulli
Engineering Structures 31 (9), 2152-2161, 2009
Design energy input spectra for moderate-to-high seismicity regions based on Colombian earthquakes
A Benavent-Climent, F López-Almansa, DA Bravo-González
Soil dynamics and earthquake engineering 30 (11), 1129-1148, 2010
Tension-stiffening model for cracked flexural concrete members
L Torres, F López-Almansa, LM Bozzo
Journal of Structural Engineering 130 (8), 1242-1251, 2004
Design energy input spectra for high seismicity regions based on Turkish registers
F López-Almansa, AU Yazgan, A Benavent-Climent
Bulletin of Earthquake Engineering 11 (4), 885-912, 2013
Numerical simulation of RC frame testing with damaged plasticity model. Comparison with simplified models
F Lopez-Almansa, B Alfarah, S Oller
Second European conference on earthquake engineering and seismology …, 2014
Numerical efficiency assessment of energy dissipators for seismic protection of buildings
D Foti, L Bozzo, F Lopez‐Almansa
Earthquake engineering & structural dynamics 27 (6), 543-556, 1998
Limit analysis of reinforced masonry vaults
P Roca, F López-Almansa, J Miquel, A Hanganu
Engineering Structures 29 (3), 431-439, 2007
Predictive control of base‐isolated structures
J Inaudi, F López‐Almansa, JM Kelly, J Rodellar
Earthquake Engineering & Structural Dynamics 21 (6), 471-482, 1992
SSP algorithm for linear and non‐linear dynamic response simulation
F López‐Almansa, AH Barbat, J Rodellar
International Journal for Numerical Methods in Engineering 26 (12), 2687-2706, 1988
Seismic performance of buildings with thin RC bearing walls
H Gonzales, F López-Almansa
Engineering Structures 34, 244-258, 2012
A numerical model of the structural behavior of buckling-restrained braces
F López-Almansa, JC Castro-Medina, S Oller
Engineering Structures 41, 108-117, 2012
Numerical simulation of the seismic behavior of building structures equipped with friction energy dissipators
ST De la Cruz, F López-Almansa, S Oller
Computers & Structures 85 (1-2), 30-42, 2007
Vulnerability analysis of RC buildings with wide beams located in moderate seismicity regions
F López-Almansa, D Domínguez, A Benavent-Climent
Engineering structures 46, 687-702, 2013
Experimental testing of a new anti-seismic dissipator energy device based on the plasticity of metals
JM Franco, X Cahís, L Gracia, F López-Almansa
Engineering Structures 32 (9), 2672-2682, 2010
Modal predictive control of structures. I: formulation
F Lopez-Almansa, R Andrade, J Rodellar, AM Reinhorn
Journal of engineering mechanics 120 (8), 1743-1760, 1994
Seismic risk analysis of urban non-engineered buildings: application to an informal settlement in Mérida, Venezuela
A Castillo, F López-Almansa, LG Pujades
Natural hazards 59, 891-916, 2011
Would RC wide-beam buildings in Spain have survived Lorca earthquake (11-05-2011)?
D Domínguez, F López-Almansa, A Benavent-Climent
Engineering Structures 108, 134-154, 2016
Experimental study of friction dissipators for seismic protection of building structures
F López-Almansa, ST De la Cruz, C Taylor
Earthquake engineering and engineering vibration 10 (4), 475-486, 2011
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