Optimization of framed structures under uncertainties and progressive collapse

• Grant number: 19/23531-8
• Support Opportunities: Scholarships in Brazil - Doctorate
• Start date: July 01, 2020
• End date: July 31, 2024
• Field of knowledge: Engineering - Civil Engineering - Structural Engineering
• Principal Investigator: André Teófilo Beck
• Grantee: Lucas da Rosa Ribeiro
• Host Institution: Escola de Engenharia de São Carlos (EESC). Universidade de São Paulo (USP). São Carlos , SP, Brazil
• Associated scholarship(s): 21/12884-7 - Performance-based risk optimization approach for progressive collapse of reincorced cocrete buildings, BE.EP.DR

Abstract

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 systemic behavior more objectively; for example, prescribing the discretionary removal of elements in order to verify redundancy and robustness. The distinct scenarios of loading, as well as the intensity of extraordinary actions that might lead to the loss of a key element, like a pillar, have high level of uncertainty, justifying a probabilistic approach to the problem. From the mathematical formulations point of view, it is noticeable some advance in structural optimization under uncertainties, but little has been done regarding the systemic behavior. Therefore, there is a lack of tools and methods between deterministic studies of the systemic behavior subjected to loss of a critical element, and formulations of structural optimization considering uncertainties and the systemic behavior. This project aims to fill this gap, proposing a probabilistic approach for the structural optimal design considering the progressive collapse and the systemic behavior. The approach is imminently conceptual, besides the use of nonlinear numerical models. The study object are reinforced concrete frames, but this study also has relevance for other materials and civil infrastructure in general. (AU)

Scientific publications

(References retrieved automatically from Web of Science and SciELO through information on FAPESP grants and their corresponding numbers as mentioned in the publications by the authors)

RIBEIRO, LUCAS DA ROSA; MACEDO, FELIPE COSTA; BECK, ANDRE TEOFILO; PARISI, FULVIO. Optimal risk-based design of planar RC frames under progressive collapse: Influence of frame aspect ratio and column cross-section. ENGINEERING STRUCTURES, v. 342, p. 20-pg., 2025-11-01. (21/12884-7, 19/23531-8, 24/16817-0, 24/00102-2)

RIBEIRO, LUCAS DA ROSA; DA SILVA, LUCAS ARAUJO RODRIGUES; BECK, ANDRE TEOFILO; PARISI, FULVIO. Risk-based compromise solutions between beam and column bending capacities for progressive collapse mitigation in reinforced concrete frames. JOURNAL OF BUILDING ENGINEERING, v. 112, p. 28-pg., 2025-10-15. (24/03848-5, 22/08009-6, 19/23531-8, 19/13080-9, 21/12884-7)

BECK, ANDRE T.; RIBEIRO, LUCAS DA ROSA; COSTA, LUIS G. L.; STEWART, MARK G.. Comparison of risk-based robustness indices in progressive collapse analysis of building structures. STRUCTURES, v. 57, p. 15-pg., 2023-09-29. (23/05195-6, 19/13080-9, 19/23531-8)