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Optimal reliability-based design of structural systems considering progressive collapse

Grant number: 19/13080-9
Support Opportunities:Regular Research Grants
Duration: June 01, 2020 - November 30, 2022
Field of knowledge:Engineering - Civil Engineering - Structural Engineering
Convênio/Acordo: Comisión Nacional de Investigación Científica y Tecnológica (CONICYT)
Principal Investigator:André Teófilo Beck
Grantee:André Teófilo Beck
Principal researcher abroad: Marcos Alberto Valdebenito Castillo
Institution abroad: Universidad Técnica Federico Santa María (USM), Chile
Host Institution: Escola de Engenharia de São Carlos (EESC). Universidade de São Paulo (USP). São Carlos , SP, Brazil
Associated researchers:Gustavo Assis da Silva
Associated scholarship(s):20/14293-3 - Management and development of software StRAnD, BP.TT

Abstract

This research project aims at developing techniques for reliability-based optimization, focusing on the analysis and design of structural systems considering progressive collapse. In this context, progressive collapse is understood as the process where damage develops in a structural system from a local or individual component and propagates to the rest of the structure, resulting into a partial or complete collapse. Progressive collapse is a particularly challenging problem within structural mechanics, as it comprises highly non-linear and load-path behavior whose characterization becomes extremely demanding from a numerical viewpoint. On top of that, analysis of progressive collapse is subject to a high degree of uncertainty, as it is highly sensitive to several variables such as loading path, material properties, deterioration processes, etc. The novelty of this proposal arises from the development of framework for designing structures which overlaps between system reliability modelling, objectively considering progressive collapse and related uncertainties, and using modern structural optimization tools. (AU)

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Scientific publications (10)
(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)
BECK, ANDRE T.; RIBEIRO, LUCAS DA ROSA; VALDEBENITO, MARCOS; JENSEN, HECTOR. Risk-Based Design of Regular Plane Frames Subject to Damage by Abnormal Events: A Conceptual Study. JOURNAL OF STRUCTURAL ENGINEERING-ASCE, v. 148, n. 1, . (19/13080-9)
VALDEBENITO, MARCOS A.; JENSEN, HECTOR A.; WEI, PENGFEI; BEER, MICHAEL; BECK, ANDRE T.. Application of a Reduced Order Model for Fuzzy Analysis of Linear Static Systems. ASCE-ASME JOURNAL OF RISK AND UNCERTAINTY IN ENGINEERING SYSTEMS PART B-MECHANICAL ENGINEERING, v. 7, n. 2, . (19/13080-9)
PEDRO HENRIQUE PRETO FACHOLLI; ANDRÉ TEÓFILO BECK. Distribuição de esforços e confiabilidade de pórticos de concreto armado: íntegro e com remoção de colunas. Rev. IBRACON Estrut. Mater., v. 15, n. 2, . (19/13080-9)
LUIS GUSTAVO LOPES COSTA; WAGNER CARVALHO SANTIAGO; ANDRÉ TEÓFILO BECK. Modelos probabilísticos para a ação de utilização em edifícios: análise crítica, comparação com normas brasileiras de projeto, e calibração dos fatores parciais de segurança. Rev. IBRACON Estrut. Mater., v. 16, n. 2, . (19/13080-9)
BECK, ANDRE T.; RIBEIRO, LUCAS DA ROSA; VALDEBENITO, MARCOS. Risk-based cost-benefit analysis of frame structures considering progressive collapse under column removal scenarios. ENGINEERING STRUCTURES, v. 225, . (19/13080-9)
BECK, ANDRE T.; BOSSE, RUBIA MARA; RODRIGUES, ISABELA DURCI. On the ergodicity assumption in Performance-Based engineering. STRUCTURAL SAFETY, v. 97, p. 8-pg., . (20/14072-7, 19/13080-9)
WANDERLEI MALAQUIAS PEREIRA JUNIOR; MATHEUS HENRIQUE MORATO DE MORAES; ANDRÉ TEÓFILO BECK; DANIEL LIMA DE ARAÚJO; ANTOVER PANAZZOLO SARMENTO; MAURO ALEXANDRE PAULA DE SOUSA. Análise de confiabilidade de pórticos em concreto armado sujeitos a recalques pós-construção. Rev. IBRACON Estrut. Mater., v. 16, n. 5, . (19/13080-9)
BECK, ANDRE T.; DA SILVA, LUCAS A. RODRIGUES; MIGUEL, LEANDRO F. F.. The latent failure probability: A conceptual basis for robust, reliability-based and risk-based design optimization. RELIABILITY ENGINEERING & SYSTEM SAFETY, v. 233, p. 14-pg., . (19/13080-9)
DA SILVA, LUCAS A. RODRIGUES; TORII, ANDRE J.; BECK, ANDRE T.. Hyperstatic and redundancy thresholds in truss topology optimization considering progressive collapse due to aleatory and epistemic uncertainties. PROBABILISTIC ENGINEERING MECHANICS, v. 71, p. 19-pg., . (19/13080-9)

Please report errors in scientific publications list by writing to: gei-bv@fapesp.br.