[EN] The shear strength of elements reinforced by fibres is predicted by Codees using formulations generally developed from a limited set of test results.

This paper presents a new simplified verification method to predict the ultimate shear stress and the mode of failure of reinforced concrete membrane elements with orthogonal reinforcement under any combination of normal ...

[EN] The following TFM includes a study on the behavior of the current vertical docks for the docking of mega container ships; focusing on the dimensioning of the cantile beams needed to withstand the future and much greater ...

Structural engineers usually limit the use of HSC columns to seismic active zones because of their brittle behavior in comparison with NSC, even though it presents advantages both in terms of mechanics and durability. A ...

[EN] The determination of the tensile properties of such a deflection hardening response material as UHPFRC is a serious challenge for both researchers and designers. This process involves many factors, such as specimen ...

Una gran cantidad de edificios se construyen utilizando muros de corte de hormigón armado, para brindar mayor rigidez y resistencia a esfuerzos horizontales producidos por las acciones del sismo y del viento. La gran mayoría ...

The inclusion of ductility requirements is necessary to guarantee the safety design of any concrete structure subjected to unexpected and/or reversal loads. It is important to outline that plastic hinges may be developed ...

El objeto proporciona el valor de la esbeltez limite de un soporte en funcion del nivel de axil aplicado

El objeto comprueba si la sección rectangular de hormigón armado con las características dadas resiste el esfuerzo cortante de cálculo según la normativa EC-2

Dada una sección rectangular de hormigón armado se dimensionana la armadura de cortante necesaria en función del angulo de inclinacion de bielas elegido.