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Carmen Ibáñez
Carmen Ibáñez
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Title
Cited by
Cited by
Year
Fire behavior of axially loaded slender high strength concrete-filled tubular columns
ML Romero, V Moliner, A Espinos, C Ibañez, A Hospitaler
Journal of Constructional Steel Research 67 (12), 1953-1965, 2011
1732011
Slender double-tube ultra-high strength concrete-filled tubular columns under ambient temperature and fire
ML Romero, A Espinós, JM Portolés, A Hospitaler, C Ibañez
Engineering Structures 99, 536-545, 2015
1132015
Influence of ultra-high strength concrete on circular concrete-filled dual steel columns
ML Romero, C Ibañez, A Espinós, JM Portolés, A Hospitaler
Structures 9, 13-20, 2017
1052017
Shape effect on axially loaded high strength CFST stub columns
C Ibañez, D Hernández-Figueirido, A Piquer
Journal of Constructional Steel Research 147, 247-256, 2018
662018
Ultra-high strength concrete on eccentrically loaded slender circular concrete-filled dual steel columns
C Ibañez, ML Romero, A Espinós, JM Portolés, V Albero
Structures 12, 64-74, 2017
652017
Effect of steel tube thickness on the behaviour of CFST columns: Experimental tests and design assessment
C Ibañez, D Hernández-Figueirido, A Piquer
Engineering Structures 230, 111687, 2021
242021
Fire design method for concrete filled tubular columns based on equivalent concrete core cross-section
C Ibañez, JV Aguado, ML Romero, A Espinos, A Hospitaler
Fire Safety Journal 78, 10-23, 2015
232015
Fiber beam model for fire response simulation of axially loaded concrete filled tubular columns
C Ibañez, ML Romero, A Hospitaler
Engineering structures 56, 182-193, 2013
212013
Behaviour of slender concrete-filled dual steel tubular columns subjected to eccentric loads
V Albero, C Ibañez, A Piquer, D Hernández-Figueirido
Journal of Constructional Steel Research 176, 106365, 2021
172021
Structural response of concrete-filled round-ended stub columns subjected to eccentric loads
A Piquer, C Ibañez, D Hernández-Figueirido
Engineering Structures 184, 318-328, 2019
172019
Post-heating response of concrete-filled steel tubular columns under sustained loads
C Ibañez, L Bisby, D Rush, ML Romero, A Hospitaler
Structures 21, 90-102, 2019
162019
Effects of axial and rotational restraints on concrete-filled tubular columns under fire
C Ibañez, ML Romero, A Hospitaler
Journal of Constructional Steel Research 125, 114-127, 2016
162016
Experimental residual capacity of steel-reinforced concrete-filled steel tubular stub columns after fire exposure
D Medall, C Ibáñez, V Albero, A Espinós, ML Romero
Thin-Walled Structures 189, 110900, 2023
72023
10.08: Application of advanced materials for enhancing the fire performance of slim‐floors
A Espinós, V Albero, ML Romero, A Hospitaler, C Ibáñez
ce/papers 1 (2-3), 2572-2581, 2017
62017
Concrete-filled circular double-tube steel columns subjected to fire
ML Romero, A Espinós, JM Portolés, A Hospitalier, C Ibañez
Proc., 8th Int. Conf. on Structures in Fire, 769-776, 2014
62014
Sectional model for the fire evaluation of reinforced concrete columns subjected to biaxial bending
DL Peña, V Albero, C Ibáñez, A Hospitaler
Engineering Structures 247, 113094, 2021
52021
Influence of spalling on the biaxial bending resistance of reinforced concrete columns exposed to fire
DL Peña, C Ibáñez, V Albero, A Espinós, A Hospitaler, ML Romero
The University of Queensland, 2020
52020
Experimental analysis on circular concrete-filled steel tubular beam-columns under unequal load eccentricities
V Albero, C Ibáñez, D Hernández-Figueirido, A Piquer
Engineering Structures 259, 114206, 2022
42022
Concrete-filled round-ended steel tubular stub columns under concentric and eccentric loads
A Piquer Vicent, D Hernández-Figueirido, C Ibáñez Usach
Proceedings of the 12th International Conference on Advances in Steel …, 2018
42018
08.47: Experimental study of cross‐section shape and infill influence on CFST stub columns subjected to axial load
D Hernández‐Figueirido, C Ibañez, A Piquer, Ó Martínez‐Ramos
ce/papers 1 (2-3), 2220-2226, 2017
42017
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