Visualitzant Articles publicats (D-EMCI) per autor "Torres Llinàs, Lluís"
orcId Torres Llinàs, Lluís​ researcherId Torres Llinàs, Lluís​ scopusId Torres Llinàs, Lluís​ ​

Nuevo disipador para edificación sismorresistente. 2ª parte: comportamiento de estructures duales de un grado de libertad con disipadores

Nuevo disipador para edificación sismorresistente. 1ª parte: caracterización y modelos de predicción

Modelo de comportamiento en sevicio para estructuras reticulares de hormigón. Parte I: Descripción del modelo y ejemplos de aplicación

Modelo de comportamiento en sevicio para estructuras reticulares de hormigón. Parte II: Diagrama tensión- deformación para elementos fisurados a flexión

Estudio de la adherencia entre armaduras de materiales compuestos de matriz polimérica (FRP) y hormigón

L'ús de materials compostos en el reforç intern d'estructures de formigó

Design procedure and simplified equations for the flexural capacity of concrete members reinforced with fibre-reinforced polymer bars

Design of FRP reinforced concrete beams for serviceability requirements

Cracking and deflections in GFRP RC beams: An experimental study

Effect of material properties on long-term deflections of GFRP reinforced concrete beams

An experimental study of different factors affecting the bond of NSM FRP bars in concrete

Prediction of concrete shrinkage occurring prior to external loading and effect on short-term constitutive modeling and design

Comparative analysis of deformations and tension-stiffening in concrete beams reinforced with GFRP or steel bars and fibers

Effect of different material and construction details on the bond behaviour of NSM FRP bars in concrete

Experimental study of immediate and time-dependent deflections of GFRP reinforced concrete beams

Experimental study of tension stiffening in GFRP RC tensile members under sustained load

Flexural response of reinforced concrete (RC) beams strengthened with near surface mounted (NSM) fibre reinforced polymer (FRP) bars

Modelling of tension-stiffening in bending RC elements based on equivalent stiffness of the rebar

Experimental and analytical investigation into the flexural performance of RC beams with partially and fully bonded NSM FRP bars/strips

Experimental study of bond-slip of GFRP bars in concrete under sustained loads

Short and long-term cracking behaviour of GFRP reinforced concrete beams

Bond behaviour between recycled aggregate concrete and glass fibre reinforced polymer bars

Learning based on the project entitled "design and construction of a wooden bridge"

Experimental study of the influence of adhesive properties and bond length on the bond behaviour of NSM FRP bars in concrete