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José L. Bonet
José L. Bonet
Verified email at cst.upv.es
Title
Cited by
Cited by
Year
Experimental study of high strength concrete-filled circular tubular columns under eccentric loading
JM Portolés, ML Romero, JL Bonet, FC Filippou
Journal of Constructional Steel Research 67 (4), 623-633, 2011
1632011
Comparative study of analytical and numerical algorithms for designing reinforced concrete sections under biaxial bending
JL Bonet, M Barros, ML Romero
Computers & Structures 84 (31-32), 2184-2193, 2006
952006
Experimental tests of slender reinforced concrete columns under combined axial load and lateral force
AC Barrera, JL Bonet, ML Romero, PF Miguel
Engineering Structures 33 (12), 3676-3689, 2011
922011
A fast stress integration algorithm for reinforced concrete sections with axial loads and biaxial bending
JL Bonet, ML Romero, PF Miguel, MA Fernandez
Computers & Structures 82 (2-3), 213-225, 2004
872004
Simulation and design recommendations of eccentrically loaded slender concrete-filled tubular columns
JM Portolés, ML Romero, FC Filippou, JL Bonet
Engineering Structures 33 (5), 1576-1593, 2011
822011
Effective flexural stiffness of slender reinforced concrete columns under axial forces and biaxial bending
JL Bonet, ML Romero, PF Miguel
Engineering Structures 33 (3), 881-893, 2011
762011
Effects of concrete composition on transmission length of prestressing strands
JR Martí-Vargas, P Serna, J Navarro-Gregori, JL Bonet
Construction and Building Materials 27 (1), 350-356, 2012
662012
Experimental research on high strength concrete slender columns subjected to compression and biaxial bending forces
L Pallarés, JL Bonet, PF Miguel, MAF Prada
Engineering Structures 30 (7), 1879-1894, 2008
602008
Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities
D Hernández-Figueirido, ML Romero, JL Bonet, JM Montalvá
Journal of constructional steel research 68 (1), 107-117, 2012
502012
Behaviour of steel-fibre-reinforced normal-strength concrete slender columns under cyclic loading
KE Caballero-Morrison, JL Bonet, J Navarro-Gregori, JR Martí-Vargas
Engineering Structures 39, 162-175, 2012
492012
An experimental study of steel fiber-reinforced high-strength concrete slender columns under cyclic loading
KE Caballero-Morrison, JL Bonet, J Navarro-Gregori, P Serna-Ros
Engineering Structures 57, 565-577, 2013
452013
Ductility of slender reinforced concrete columns under monotonic flexure and constant axial load
AC Barrera, JL Bonet, ML Romero, MA Fernández
Engineering Structures 40, 398-412, 2012
442012
Analytical approach to failure surfaces in reinforced concrete sections subjected to axial loads and biaxial bending
JL Bonet, PF Miguel, MA Fernandez, ML Romero
Journal of Structural Engineering 130 (12), 2006-2015, 2004
412004
Ni-Ti SMA bars behaviour under compression
J Pereiro-Barceló, JL Bonet
Construction and Building Materials 155, 348-362, 2017
352017
Biaxial bending moment magnifier method
JL Bonet, PF Miguel, MA Fernandez, ML Romero
Engineering structures 26 (13), 2007-2019, 2004
342004
Experimental research on high strength concrete slender columns subjected to compression and uniaxial bending with unequal eccentricities at the ends
L Leite, JL Bonet, L Pallarés, PF Miguel, MA Fernández-Prada
Engineering Structures 48, 220-232, 2013
312013
Cyclic behavior of hybrid RC columns using High-Performance Fiber-Reinforced Concrete and Ni-Ti SMA bars in critical regions
J Pereiro-Barceló, JL Bonet, B Cabañero-Escudero, B Martínez-Jaén
Composite Structures 212, 207-219, 2019
272019
Influence of slenderness on high-strength rectangular concrete-filled tubular columns with axial load and nonconstant bending moment
D Hernández-Figueirido, ML Romero, JL Bonet, JM Montalvá
Journal of structural engineering 138 (12), 1436-1445, 2012
252012
Improving the seismic behaviour of reinforced concrete moment resisting frames by means of SMA bars and ultra-high performance concrete
A Navarro-Gómez, JL Bonet
Engineering Structures 197, 109409, 2019
172019
The influence of the weak axis on the behavior of high strength RC slender columns subjected to biaxial bending
L Pallarés, JLB Senach, PFM Sosa, MÁF Prada
Engineering structures 31 (2), 487-497, 2009
162009
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