Nonlinear evaluation of reliability-based topology optimization of concrete deep beams
Abstract Uncertainty has long been a recognized aspect of engineering analysis and design. This inherent unpredictability is typically represented by variability and randomness. In this context, a linear elastic topology optimization (TO) approach with reliability constraints is presented. This met...
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| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
Instituto Brasileiro do Concreto (IBRACON)
2025-05-01
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| Series: | Revista IBRACON de Estruturas e Materiais |
| Subjects: | |
| Online Access: | http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1983-41952025000300204&lng=en&tlng=en |
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