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Integrity of materials and structures Views: 1,210 Downloads: 473 Vol. 18, No. 69 (2024) April 25, 2024 pp. 89-105

Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampers

Francisco da Silva Brandão, Alex Koch de Almeida, Letícia Fleck Fadel Miguel

This paper proposes a methodology to evaluate and optimize the dynamic response of tall buildings under wind loading, controlled through semi-active Magneto-Rheological dampers (MR dampers). For this, a tall building, modeled as a 2D…

10.3221/IGF-ESIS.69.07

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SI: Fracture and Damage Detection in Masonry Structures Views: 1,081 Downloads: 493 Vol. 14, No. 51 (2020) December 3, 2019 pp. 398-409

Retrofit assessment of masonry buildings through simplified structural analysis

Mariateresa Guadagnuolo, Marianna Aurilio, Giuseppe Faella

The current seismic prevention strategy is based on a unitary approach aimed at a risk mitigation, also at territorial level. The Italian guidelines for the assessment and mitigation of seismic risk of cultural heritage provides…

10.3221/IGF-ESIS.51.29

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SI: Modeling in Structural Integrity Views: 514 Downloads: 278 Vol. 20, No. 75 (2026) October 21, 2025 pp. 124-156

Elasto-plastic truss optimization under geometric nonlinearity using a genetic algorithm

Péter Grubits, Pálma Porrogi, Majid Movahedi Rad

This paper presents an advanced optimization methodology for truss structures, addressing both elasto-plastic design cases—where plastic deformations are controlled within predefined limits—and purely elastic scenarios, in which inelastic…

10.3221/IGF-ESIS.75.10

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Methodology to minimize the dynamic response of tall buildings under wind load controlled through semi-active magneto-rheological dampers

Retrofit assessment of masonry buildings through simplified structural analysis

Elasto-plastic truss optimization under geometric nonlinearity using a genetic algorithm