- Pseudo‐dynamic testing, repairability, and resilience assessment of a large‐scale steel structure equipped with self‐centering column bases. In: Earthquake Engineering and Structural Dynamics, v. 53, n. 9 (April 2024). (2024):
- Shaking table tests of seismic-resilient post-tensioned reinforced concrete bridge piers with enhanced bases. In: Engineering Structures, v. 305 (April 2024). (2024):
- Seismic performance assessment of self‐centering hybrid coupled walls: an 8‐story case study structure. In: ce/papers, v. 6, n. 3-4 (September 2023). (2023):
- Resilience Assessment of a two‐storey Steel Structure equipped with Innovative Connections. In: ce/papers, v. 6, n. 3-4 (September 2023). (2023):
- Shaking table tests and numerical analysis of RC coupled shear wall structure with hybrid replaceable coupling beams. In: Earthquake Engineering and Structural Dynamics, v. 53, n. 5 (Januar 2024). (2024):
- Seismic performance of self-centering hybrid coupled wall systems: Preliminary assessments. In: Procedia Structural Integrity, v. 44 ( 2023). (2023):
- Retrofit of existing steel structures against progressive collapse through roof-truss. In: Journal of Constructional Steel Research, v. 188 (Januar 2022). (2022):
- Seismic design of innovative steel frames with partially‐prefabricated infill walls. In: ce/papers, v. 4, n. 2-4 (September 2021). (2021):
- Seismic response of a steel resilient frame equipped with self‐centering column bases with friction devices. In: ce/papers, v. 4, n. 2-4 (September 2021). (2021):
- A Retrofit Method to Mitigate Progressive Collapse in Steel Structures. In: ce/papers, v. 4, n. 2-4 (September 2021). (2021):
- Progressive collapse resistance of steel self-centering MRFs including the effects of the composite floor. In: Engineering Structures, v. 208 (April 2020). (2020):
- Seismic performance of dual systems coupling moment‐resisting and buckling‐restrained braced frames. In: Earthquake Engineering and Structural Dynamics, v. 50, n. 2 (Februar 2021). (2021):
- Steel-concrete frames under the column loss scenario: An experimental study. In: Journal of Constructional Steel Research, v. 162 (November 2019). (2019):
- Robust Impact Design of Steel and Composite Buildings: The Alternate Load Path Approach. Vorgetragen bei: IABSE Workshop: Safety, Robustness and Condition Assessment of Structures, Helsinki, Finland, 11-12 February 2015. (2015):
- Rocking damage-free steel column base with friction devices: design procedure and numerical evaluation. In: Earthquake Engineering and Structural Dynamics, v. 46, n. 14 (November 2017). (2017):
- Probabilistic seismic demand model for pounding risk assessment. In: Earthquake Engineering and Structural Dynamics, v. 45, n. 11 (September 2016). (2016):
- Probabilistic seismic demand modeling of local level response parameters of an RC frame. In: Bulletin of Earthquake Engineering, v. 15, n. 1 (Juli 2016). (2016):
- Robustness of steel-concrete flooring systems - An experimental assessment. In: Stahlbau, v. 83, n. 9 (September 2014). (2014):