- (2021): Study on failure mechanism of tunnel-type anchorage using discontinuous deformation analysis method. Dans: IOP Conference Series: Earth and Environmental Science, v. 861, n. 3 (1 octobre 2021).
- An experimental study on shear resistance of austenitic and duplex stainless steel plate girders with perforated webs. Dans: Engineering Structures, v. 295 (novembre 2023). (2023):
- Preparation of composite microencapsulated phase change material based on phosphogypsum for passive building applications. Dans: Construction and Building Materials, v. 378 (mai 2023). (2023):
- Structural behaviour of improved WUF-B joints with longitudinally profiled plates. Dans: Journal of Building Engineering, v. 68 (juin 2023). (2023):
- A novel method and modelling technique for determining the initial geometric imperfection of steel members using 3D scanning. Dans: Structures, v. 49 (mars 2023). (2023):
- Local buckling behaviour of welded I-section steel stub columns with longitudinally profiled steel plates under axial compression: Testing, modelling and design. Dans: Journal of Constructional Steel Research, v. 203 (avril 2023). (2023):
- Finite element analysis and proposed design rules for 304D high-strength stainless steel I-shaped members in shear. Dans: Journal of Constructional Steel Research, v. 204 (mai 2023). (2023):
- The Elastic Buckling Coefficient of a Rectangular Longitudinally Profiled (LP) Steel Plate with All Edges Simply‐supported. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021). (2021):
- Explicit Discontinuous Deformation Analysis Method with Lumped Mass Matrix for Highly Discrete Block System. Dans: International Journal of Geomechanics, v. 18, n. 9 (septembre 2018). (2018):
- Discontinuous Deformation Analysis with Potential Contact Forces. Dans: International Journal of Geomechanics, v. 19, n. 10 (octobre 2019). (2019):
- Application of the three-node triangular element with continuous nodal stress for free vibration analysis. Dans: Computers & Structures, v. 169 (juin 2016). (2016):
- A high order local approximation free from linear dependency with quadrilateral mesh as mathematical cover and applications to linear elastic fractures. Dans: Computers & Structures, v. 178 (1 janvier 2017). (2017):