CV Lattes
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Universidade de São Paulo (USP). Escola de Engenharia de São Carlos (EESC) (Institutional affiliation from the last research proposal) Birthplace: Brazil
Graduated in Civil Engineering from the Universidade Federal de Santa Maria (UFSM), where he received the CACISM Award for Best Student (2017/2). He was an undergraduate research fellow at the Fundação de Amparo à Pesquisa do Estado do Rio Grande do Sul (FAPERGS) in the Construction Materials Laboratory (LMCC) at UFSM from 2015 to 2016. He completed his Masters in Civil Engineering (Structures) at the Universidade de São Paulo (USP) in 2020, under the supervision of Professor André Teófilo Beck, with a scholarship from the Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES). PhD in Civil Engineering (Structures) at USP supervised by Professor André Teófilo Beck, with a scholarship from the Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP). During his PhD, he collaborated with researchers from the Universidad Técnica Federico Santa María (Chile) and the Universidad Adolfo Ibáñez (Chile), and completed a sandwich period at the Università Degli Studi di Napoli Federico II (UNINA), Italy, under the supervision of Professor Fulvio Parisi (2021). He has experience in Civil Engineering with an emphasis on Numerical Methods, Reinforced Concrete Structures, Progressive Collapse, Structural Reliability, Structural Optimization, and Metamodeling. (Source: Lattes Curriculum)
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This research project aims to investigate different reinforcement strategies for reinforced concrete structures, simultaneously addressing threats of progressive collapse under exceptional actions, and horizontal actions such as earthquakes and extreme winds. Risk optimization techniques will be employed to explore conflicting tradeoffs between these actions with vertical and horizontal e…
Currently, the usual project design is made member by member and in a semi probabilistic way, using partial safety factors calibrated to lead to the target reliability. Redundancy, typical of hyperstatic structural systems, is not objectively accounted in the design. However, recent occurrences of partial and global progressive collapse have instigated the designers to consider the system…
The design of reinforced concrete (RC) frames considering progressive collapse is a complex problem due to the large impact of element removal on structural loads, hence also on strengthening costs, in spite of its low probability of occurrence. The candidate and his supervisor in Brazil are pioneering the development of novel reliability-based cost-benefit analysis for such designs, as d…
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