Martínez Jaén, Begoña(Universitat Politècnica de València, 2017-10-18)
[EN] The conventional seismic design approach used in recent years relies on the ability of structures to dissipate earthquake energy through inelastic deformations in specifically designed regions of the structural system, ...
Cabañero Escudero, Beatriz(Universitat Politècnica de València, 2017-10-18)
[EN] The conventional seismic design approach used in recent years relies on the ability of structures to dissipate earthquake energy through inelastic deformations in specifically designed regions of the structural system, ...
López López, Andrés Tomás(Universitat Politècnica de València, 2013-03-05)
[ES] El presente trabajo constituye una revisión bibliográfica de los modelos
numéricos de mayor relevancia disponibles actualmente para llevar a cabo una
modelización y simulación de estructuras de hormigón armado frente ...
Monserrat López, Andrea; Miguel Sosa, Pedro; Bonet Senach, José Luís; Fernández Prada, Miguel Ángel(Elsevier, 2020-03-15)
[EN] Continuous reinforced concrete (RC) beams may develop significant plastic rotations to enable the redistribution of bending moments. These rotations occur at plastic hinges, which are subject to high shear forces. The ...