Alejandro Pérez Caldentey
Alejandro Pérez Caldentey
Professor of Concrete and Steel Structures, Polytechnic University of Madrid
Correu electrònic verificat a fhecor.es
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Cracking of RC members revisited: influence of cover, ϕ/ρs, ef and stirrup spacing – an experimental and theoretical study
A Pérez Caldentey, H Corres Peiretti, J Peset Iribarren, A Giraldo Soto
Structural Concrete 14 (1), 69-78, 2013
682013
Design for SLS according to fib Model Code 2010
GL Balázs, P Bisch, A Borosnyói, O Burdet, C Burns, F Ceroni, ...
Structural Concrete 14 (2), 99-123, 2013
622013
Effect of load distribution and variable depth on shear resistance of slender beams without stirrups
A Pérez Caldentey, P Padilla, A Muttoni, M Fernández Ruiz
ACI Structural Journal 109 (ARTICLE), 595-603, 2012
532012
Effect of arrangement of tensile reinforcement on flexural stiffness and cracking
V Gribniak, AP Caldentey, G Kaklauskas, A Rimkus, A Sokolov
Engineering Structures 124, 418-428, 2016
352016
Influence of stirrup detailing on punching shear strength of flat slabs
AP Caldentey, PP Lavaselli, HC Peiretti, FA Fernandez
Engineering structures 49, 855-865, 2013
232013
Cracking performance of SCC reinforced with recycled fibres–an experimental study
G Groli, A Pérez Caldentey, AG Soto
Structural Concrete 15 (2), 136-153, 2014
182014
Improving cracking behaviour with recycled steel fibres targeting specific applications – analysis according to fib Model Code 2010
G Groli, AP Caldentey
Structural Concrete 18 (1), 29-39, 2017
142017
Expanding the classic moment-curvature relation by a new perspective onto its axial strain
T Petschke, H Corres, JI Ezeberry, A Perez, A Recupero
Computers and Concrete 11 (6), pp.515-529, 2013
122013
Serviceability design of columns of long jointless structures
AP Caldentey, HC Peiretti, TP Petschke, JE Parrota, AG Soto
Engineering structures 44, 359-371, 2012
122012
Comportamiento en servicio del hormigón estructural: estudio teórico y experimental
AP Caldentey, HC Peiretti
Universidad Politécnica de Madrid, 1996
11*1996
Experimental study of thermal actions on a solid slab concrete deck bridge and comparison with Eurocode 1
HC Peiretti, JE Parrotta, AB Oregui, AP Caldentey, FA Fernandez
Journal of Bridge Engineering 19 (10), 04014041, 2014
102014
Slenderness limits for deflection control: A new formulation for flexural reinforced concrete elements
A Perez Caldentey, J Mendoza Cembranos, H Corres Peiretti
Structural Concrete 18 (1), 118-127, 2017
92017
Evaluación de acciones explosivas sobre estructuras de hormigón armado mediante elementos finitos
M Bermejo, JM Goilolea, T Santos, A Pérez
Informes de la Construcción 67 (539), 10, 2015
9*2015
Prontuario informático del hormigón estructural 3.0
HC Peiretti
Instituto Español del Cemento y sus Aplicaciones, 2001
92001
Structural performance of corner joints subjected to a closing moment using mechanical anchorages: an experimental study
F Marchetto, A Pérez Caldentey, H Corres Peiretti
Structural Concrete 17 (6), 987-1002, 2016
62016
Serviceability performance of FRC columns under imposed displacements: An experimental study
G Groli, AP Caldentey, F Marchetto, FA Fernández
Engineering Structures 101, 450–464, 2015
62015
Plate-anchored reinforcement bars: A new simple and physical model for practical applications
AP Caldentey, F Marchetto, HC Peiretti, JI Villareal
Engineering structures 52, 168-178, 2013
62013
Uncertainties of crack width models
V Cervenka, J Markova, J Mlcoch, AP Caldentey, T Sajdlova, M Sykora
High tech concrete: where technology and engineering meet, 1653-1661, 2018
52018
Proposal of new crack width formulas in the Eurocode 2, background, experiments etc
A Pérez Caldentey
Crack width calculation methods for large concrete structures. Workshop …, 2017
5*2017
Simplified serviceability design of jointless structures. Experimental verification and application to typical bridge and building structures
G Groli, AP Caldentey, AG Soto, F Marchetto, JE Parrotta
Engineering structures 59, 469-483, 2014
52014
En aquests moments el sistema no pot dur a terme l'operació. Torneu-ho a provar més tard.
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