This study investigates upcycled high-density polyurethane (HD-PUR) as a substitute for conventional cement-based screed in multi-story reinforced concrete (RC) buildings. Conventional screed (≈2400 kg/m³) adds substantial seismic dead mass without con-tributing to lateral stiffness, amplifying base shear, inter-story drift, and overturning moments. HD-PUR, produced from industrial waste via mechanical re-pressing, has a density of ≈150 kg/m³ and thermal conductivity of 0.025 W/m·K, yielding a 16-fold mass reduction and near-negligible inter-story heat transfer.
Three-dimensional finite element models of 5-, 10-, and 15-story moment-resisting RC frames were developed in SAP2000, with modal and response spectrum analyses per-formed per the Turkish Building Earthquake Code (TBEC, 2018). HD-PUR substitution reduced base shear by 11.2–16.8% and inter-story drift by 10–18% across all models. These trends were validated against an existing five-story RC building in Beyoğlu, Is-tanbul (site class ZC; PGA = 0.359 g; in-situ concrete class C14), modelled in SAP2000 and STA. The fundamental period shortened from 0.888 s to 0.793 s, global base shear (FX) decreased by 10.5%, vertical base reaction (FZ) decreased by 16.6%, and the non-linear pushover-based performance level improved from Collapse Prevention to Life Safety without any intervention on load-bearing members.
Thermal calculations per TS 825 indicate an 18% reduction in the building envelope's heating degree-day load, while life-cycle assessment data reported in the literature point to appreciably lower embodied carbon, supporting circular economy objectives. In short, HD-PUR floor fillers offer a low-cost strategy that jointly improves seismic re-silience, energy efficiency, and environmental performance in multi-story RC buildings.