Luis Pallarés
- Structural health monitoring (SHM) and Nondestructive testing (NDT) of slender masonry structures: A practical review. In: Construction and Building Materials, v. 297 (August 2021). (2021):
- Experimental and analytical assessment of the influence of masonry façade infills on seismic behavior of RC frame buildings. In: Engineering Structures, v. 235 (May 2021). (2021):
- Headed steel stud anchors in composite structures, Part I: Shear. In: Journal of Constructional Steel Research, v. 66, n. 2 (February 2010). (2010):
- Headed steel stud anchors in composite structures, Part II: Tension and interaction. In: Journal of Constructional Steel Research, v. 66, n. 2 (February 2010). (2010):
- Measured behavior of a curved composite I-girder bridge. In: Journal of Constructional Steel Research, v. 66, n. 3 (March 2010). (2010):
- Proposal and experimental validation of simplified strut-and-tie models on dapped-end beams. In: Engineering Structures, v. 183 (March 2019). (2019):
- Strength of pile caps under eccentric loads: Experimental study and review of code provisions. In: Engineering Structures, v. 182 (March 2019). (2019):
- State of the art of industrial masonry chimneys: A review from construction to strengthening. In: Construction and Building Materials, v. 25, n. 12 (December 2011). (2011):
- The influence of the weak axis on the behavior of high strength RC slender columns subjected to biaxial bending. In: Engineering Structures, v. 31, n. 2 (February 2009). (2009):
- Cm-factor for RC slender columns under unequal eccentricities and skew angle loads at the ends. In: Engineering Structures, v. 71 (July 2014). (2014):
- A simplified approach for the ultimate limit state analysis of three-dimensional reinforced concrete elements. In: Engineering Structures, v. 123 (September 2016). (2016):
- Experimental study on the response of seismically isolated masonry infilled steel frames during the initial stages of a seismic movement. In: Engineering Structures, v. 129 (December 2016). (2016):
- Punching shear failure in three-pile caps: Influence of the shear span-depth ratio and secondary reinforcement. In: Engineering Structures, v. 155 (January 2018). (2018):