Antonio Marí Bernat
Antonio Marí Bernat
Professor of Concrete Structures, UPC
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Influence of amount of recycled coarse aggregates and production process on properties of recycled aggregate concrete
M Etxeberria, E Vázquez, A Marí, M Barra
Cement and concrete research 37 (5), 735-742, 2007
Recycled aggregate concrete as structural material
M Etxeberria, AR Marí, E Vázquez
Materials and structures 40 (5), 529-541, 2007
Microstructure analysis of hardened recycled aggregate concrete
M Etxeberria, E Vázquez, A Mari
Magazine of Concrete Research 58 (10), 683-690, 2006
Shear design procedure for reinforced normal and high-strength concrete beams using artificial neural networks. Part I: beams without stirrups
A Cladera, AR Marí
Engineering structures 26 (7), 917-926, 2004
Nonlinear geometric, material and time dependent analysis of three dimensional reinforced and prestressed concrete frames
AR Mari
Department of Civil Engineering, University of California, 1984
Corrosion effects on the mechanical properties of reinforcing steel bars. Fatigue and σ–ε behavior
I Fernandez, JM Bairán, AR Marí
Construction and Building Materials 101, 772-783, 2015
Nonlinear analysis of reinforced concrete cross-sections exposed to fire
D Di Capua, AR Mari
Fire Safety Journal 42 (2), 139-149, 2007
Strength capacity of masonry wall structures by the equivalent frame method
P Roca, C Molins, AR Marí
Journal of Structural Engineering 131 (10), 1601-1610, 2005
Experimental study on high-strength concrete beams failing in shear
A Cladera, AR Mari
Engineering Structures 27 (10), 1519-1527, 2005
Shear design procedure for reinforced normal and high-strength concrete beams using artificial neural networks. Part II: beams with stirrups
A Cladera, AR Mari
Engineering structures 26 (7), 927-936, 2004
Shear-flexural strength mechanical model for the design and assessment of reinforced concrete beams
A Marí, J Bairán, A Cladera, E Oller, C Ribas
Structure and Infrastructure Engineering 11 (11), 1399-1419, 2015
NEXT-100 technical design report (TDR). Executive summary
V Alvarez, FIGM Borges, S Cárcel, JM Carmona, J Castel, JM Catalá, ...
Journal of Instrumentation 7 (06), T06001, 2012
Near-intrinsic energy resolution for 30–662 keV gamma rays in a high pressure xenon electroluminescent TPC
V Álvarez, F Borges, S Cárcel, J Castel, S Cebrián, A Cervera, ...
Nuclear Instruments and Methods in Physics Research Section A: Accelerators …, 2013
Nonlinear time-dependent analysis of segmentally constructed structures
PJS Cruz, AR Mari, P Roca
Journal of Structural Engineering 124 (3), 278-287, 1998
Coupled model for the non-linear analysis of anisotropic sections subjected to general 3D loading. Part 1: Theoretical formulation
JMB Garcia, ARM Bernat
Computers & structures 84 (31-32), 2254-2263, 2006
A frame element model for the analysis of reinforced concrete structures under shear and bending
S Mohr, JM Bairán, AR Marí
Engineering structures 32 (12), 3936-3954, 2010
Present status and future perspectives of the NEXT experiment
JJ Gómez Cadenas, V Álvarez, FIG Borges, S Cárcel, J Castel, S Cebrián, ...
Advances in High Energy Physics 2014, 2014
Long-term deflections in cracked reinforced concrete flexural members
AR Marí, JM Bairán, N Duarte
Engineering structures 32 (3), 829-842, 2010
First proof of topological signature in the high pressure xenon gas TPC with electroluminescence amplification for the NEXT experiment
P Ferrario, A Laing, N López-March, JJ Gómez-Cadenas, V Álvarez, ...
Journal of High Energy Physics 2016 (1), 1-18, 2016
Multiaxial-coupled analysis of RC cross-sections subjected to combined forces
JM Bairan, AR Mari
Engineering structures 29 (8), 1722-1738, 2007
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Artículos 1–20