Fernando S. Fonseca
- In-plane behavior and seismic performance of differently detailed, multi-story, perforated, partially grouted masonry walls. Dans: Engineering Structures, v. 271 (novembre 2022). (2022):
- Shear load capacity prediction of unperforated and perforated partially grouted masonry walls. Dans: Engineering Structures, v. 256 (avril 2022). (2022):
- Structural performance of masonry prisms, wallettes and walls containing high volume of industrial by-products – Sustainable housing perspective. Dans: Construction and Building Materials, v. 303 (octobre 2021). (2021):
- Parametric study of multi-story, perforated, partially grouted masonry walls subjected to in-plane cyclic actions. Dans: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 48, n. 8 (août 2021). (2021):
- Compressive strength of high-strength concrete masonry grouted prisms. Dans: Construction and Building Materials, v. 202 (mars 2019). (2019):
- Relationship between the Compressive Strength of Concrete Masonry and the Compressive Strength of Concrete Masonry Units. Dans: Journal of Materials in Civil Engineering (ASCE), v. 27, n. 9 (septembre 2015). (2015):
- Strength and Behavior of Hybrid Diaphragms. Dans: Journal of Composites for Construction, v. 6, n. 4 (novembre 2002). (2002):
- Strength of Hollow Concrete Masonry Reinforced with Sprayed Glass-Fiber-Reinforced Polymer. Dans: Journal of Composites for Construction, v. 18, n. 6 (décembre 2014). (2014):
- Compressive strength of masonry grout containing high amounts of class F fly ash and ground granulated blast furnace slag. Dans: Construction and Building Materials, v. 94 (septembre 2015). (2015):
- Strength, behavior, and failure mode of hollow concrete masonry constructed with mortars of different strengths. Dans: Construction and Building Materials, v. 134 (mars 2017). (2017):
- High-Strength Concrete Masonry Walls under Concentric and Eccentric Loadings. Dans: Journal of Structural Engineering (ASCE), v. 144, n. 6 (juin 2018). (2018):
- Capacity of Oriented Strand Board Shear Walls with Overdriven Sheathing Nails. Dans: Journal of Structural Engineering (ASCE), v. 128, n. 7 (juillet 2002). (2002):
- Tensile Strength of Varied-Angle Mortise and Tenon Connections in Timber Frames. Dans: Journal of Structural Engineering (ASCE), v. 138, n. 5 (mai 2012). (2012):
- Analytical Model for Sheathing-to-Framing Connections in Wood Shear Walls and Diaphragms. Dans: Journal of Structural Engineering (ASCE), v. 131, n. 2 (février 2005). (2005):
- Fully Reversed Cyclic Loading of Shear Walls Fastened with Engineered Nails. Dans: Journal of Structural Engineering (ASCE), v. 135, n. 3 (mars 2009). (2009):