A model order reduction framework for performance-based seismic design optimization of friction-tuned mass dampers in large-scale L-shaped buildings with shear cores

L-shaped buildings experiencing seismic-induced oscillations are prone to stress concentrations at their re-entrant corners. Thus, the conventional rigid diaphragm assumption for slabs may not apply, requiring a more refined finite element model. A thorough literature review indicates that studies o...

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Bibliographic Details
Published inStructures (Oxford) Vol. 77; p. 109073
Main Authors de Salles, Humberto B., Fadel Miguel, Leandro F., Lenzi, Marcos Souza, Lopez, Rafael Holdorf
Format Journal Article
LanguageEnglish
Published Elsevier Ltd 01.07.2025
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