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Portolés, J. M. / Romero, M. L. / Filippou, F. C. / Bonet, J. L. (2011): Simulation and design recommendations of eccentrically loaded slender concrete-filled tubular columns. Dans: Engineering Structures, v. 33, n. 5 (mai 2011).
https://doi.org/10.1016/j.engstruct.2011.01.028
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Bonet, J. L. / Romero, M. L. / Miguel, P. F. (2011): Effective flexural stiffness of slender reinforced concrete columns under axial forces and biaxial bending. Dans: Engineering Structures, v. 33, n. 3 (mars 2011).
https://doi.org/10.1016/j.engstruct.2010.12.009
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Cortés-Moreno, E. / Bonet, J. L. / Romero, M. L. / Miguel, P. F. (2011): Slenderness limit of the weak axis in the design of rectangular reinforced concrete non-sway columns. Dans: Engineering Structures, v. 33, n. 4 (avril 2011).
https://doi.org/10.1016/j.engstruct.2010.12.034
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Barrera, A. C. / Bonet, J. L. / Romero, M. L. / Miguel, P. F. (2011): Experimental tests of slender reinforced concrete columns under combined axial load and lateral force. Dans: Engineering Structures, v. 33, n. 12 (décembre 2011).
https://doi.org/10.1016/j.engstruct.2011.08.003
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Portolés, J. M. / Romero, M. L. / Bonet, J. L. / Filippou, F. C. (2011): Experimental study of high strength concrete-filled circular tubular columns under eccentric loading. Dans: Journal of Constructional Steel Research, v. 67, n. 4 (avril 2011).
https://doi.org/10.1016/j.jcsr.2010.11.017
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Hernández-Figueirido, D. / Romero, M. L. / Bonet, J. L. / Montalvá, J. M. (2012): Ultimate capacity of rectangular concrete-filled steel tubular columns under unequal load eccentricities. Dans: Journal of Constructional Steel Research, v. 68 (janvier 2012).
https://doi.org/10.1016/j.jcsr.2011.07.014
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Bonet, J. L. / Romero, M. L. / Miguel, P. F. / Fernandez, M. A. (2004): A fast stress integration algorithm for reinforced concrete sections with axial loads and biaxial bending. Dans: Computers & Structures, v. 82, n. 2-3 (janvier 2004).
https://doi.org/10.1016/j.compstruc.2003.10.009
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Bonet, J. L. / Barros, M. H. F. M. / Romero, M. L. (2006): Comparative study of analytical and numerical algorithms for designing reinforced concrete sections under biaxial bending. Dans: Computers & Structures, v. 84, n. 31-32 (décembre 2006).
https://doi.org/10.1016/j.compstruc.2006.08.065
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Martí-Vargas, J. R. / Serna, P. / Navarro-Gregori, J. / Bonet, J. L. (2012): Effects of concrete composition on transmission length of prestressing strands. Dans: Construction and Building Materials, v. 27 (février 2012).
https://doi.org/10.1016/j.conbuildmat.2011.07.038
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Bonet, J. L. / Fernandez, M. A. / Romero, M. L. / Miguel, P. F. (2005): Capacity of RC rectangular sections subjected to biaxial bending: simplification to an increased uniaxial bending moment. Dans: Magazine of Concrete Research, v. 57, n. 8 (octobre 2005).
https://doi.org/10.1680/macr.2005.57.8.469
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Leite, L. / Bonet, J. L. / Pallarés, L. / Miguel, Pedro F. / Fernandez-Prada, Miguel A. (2013): Experimental research on high strength concrete slender columns subjected to compression and uniaxial bending with unequal eccentricities at the ends. Dans: Engineering Structures, v. 48 (mars 2013).
https://doi.org/10.1016/j.engstruct.2012.07.039
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Barrera, A. C. / Bonet, J. L. / Romero, M. L. / Fernandez, M. A. (2012): Ductility of slender reinforced concrete columns under monotonic flexure and constant axial load. Dans: Engineering Structures, v. 40 (juillet 2012).
https://doi.org/10.1016/j.engstruct.2012.03.012
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Leite, L. / Bonet, J. L. / Pallarés, L. / Miguel, Pedro F. / Fernandez-Prada, Miguel A. (2012): Behavior of RC slender columns under unequal eccentricities and skew angle loads at the ends. Dans: Engineering Structures, v. 40 (juillet 2012).
https://doi.org/10.1016/j.engstruct.2012.02.017
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Pallarés, L. / Bonet, J. L. / Fernandez, M. A. / Miguel, P. F. (2009): factor for non-uniform moment diagram in RC columns. Dans: Engineering Structures, v. 31, n. 7 (juillet 2009).
https://doi.org/10.1016/j.engstruct.2009.02.019
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Caballero-Morrison, Karen E. / Bonet, J. L. / Navarro-Gregori, Juan / Serna-Ros, Pedro (2013): An experimental study of steel fiber-reinforced high-strength concrete slender columns under cyclic loading. Dans: Engineering Structures, v. 57 (décembre 2013).
https://doi.org/10.1016/j.engstruct.2012.06.052
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Caballero-Morrison, K. E. / Bonet, J. L. / Navarro-Gregori, Juan / Martí-Vargas, J. R. (2012): Behaviour of steel-fibre-reinforced normal-strength concrete slender columns under cyclic loading. Dans: Engineering Structures, v. 39 (juin 2012).
https://doi.org/10.1016/j.engstruct.2012.02.003
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Bonet, J. L. / Miguel, P. F. / Fernandez, M. A. / Romero, M. L. (2004): Biaxial bending moment magnifier method. Dans: Engineering Structures, v. 26, n. 13 (novembre 2004).
https://doi.org/10.1016/j.engstruct.2004.08.001
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Pallarés, L. / Bonet, J. L. / Miguel, P. F. / Fernández Prada, M. A. (2008): Experimental research on high strength concrete slender columns subjected to compression and biaxial bending forces. Dans: Engineering Structures, v. 30, n. 7 (juillet 2008).
https://doi.org/10.1016/j.engstruct.2007.12.005
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Bonet, J. L. / Romero, M. L. / Fernandez, M. A. / Miguel, P. F. (2007): Design method for slender columns subjected to biaxial bending based on second-order eccentricity. Dans: Magazine of Concrete Research, v. 59, n. 1 (février 2007).
https://doi.org/10.1680/macr.2007.59.1.3
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Hernández-Figueirido, D. / Romero, M. L. / Bonet, J. L. / Montalvá, J. M. (2012): Influence of Slenderness on High-Strength Rectangular Concrete-Filled Tubular Columns with Axial Load and Nonconstant Bending Moment. Dans: Journal of Structural Engineering (ASCE), v. 138, n. 12 (décembre 2012).
https://doi.org/10.1061/(asce)st.1943-541x.0000590
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Bonet, J. L. / Miguel, P. F. / Fernandez, M. A. / Romero, M. L. (2004): Analytical Approach to Failure Surfaces in Reinforced Concrete Sections Subjected to Axial Loads and Biaxial Bending. Dans: Journal of Structural Engineering (ASCE), v. 130, n. 12 (décembre 2004).
https://doi.org/10.1061/(asce)0733-9445(2004)130:12(2006)
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Bendito, A. / Romero, M. L. / Bonet, J. L. / Miguel, P. F. / Fernandez, M. A. (2009): Inelastic Effective Length Factor of Nonsway Reinforced Concrete Columns. Dans: Journal of Structural Engineering (ASCE), v. 135, n. 9 (septembre 2009).
https://doi.org/10.1061/(asce)0733-9445(2009)135:9(1034)