Optimization and performance of expanded polystyrene concrete for sustainable infill wall construction using response surface methodology

Abstract The increasing superimposed dead load (SDL) from conventional brick or concrete block infill walls of frame structures necessitate the development of lightweight and sustainable alternatives. During earthquakes, these heavy infill walls attract significant seismic forces due to their mass....

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Autors principals:	Muneeb Iqbal Ahmed, Adeel Zafar, Riyadh Alturki, Muhammad Imran Khan
Format:	Artigo
Idioma:	Inglês
Publicat:	Nature Portfolio 2025-07-01
Col·lecció:	Scientific Reports
Matèries:	Sustainable concrete Expanded polystyrene concrete Polystyrene beads Infill material Compressive strength ANOVA analysis
Accés en línia:	https://doi.org/10.1038/s41598-025-07705-z
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