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Palabras clave – provistas por la editorial

seismic analysis; rocking pier; shape memory alloy; ECC material; bridge engineering; television transmission tower; seismic excitation; shape memory alloy damper; parametric study; vibration control; shape memory alloys; engineered cementitious composites; composites materials; self-recovery capacity; bending behavior; machine learning; artificial neural networks; superelastic; parameter identification; constitutive model; thermodynamic parameters; shape memory alloy (SMA); self-centering SMA brace; loading rate; initial strain; energy dissipation coefficient; self-centering; beam-column joints; seismic performance; iron-based shape memory alloy (Fe-SMA); shape memory effect; martensitic transformation; prestressing; low cycle fatigue; seismic; damping; transmission tower; wind excitation; SMA damper; energy response; viscoelastic; brace; hybrid control; seismic resilience; self-centering rocking (SCR) piers; seismic fragility; resilience; life-cycle loss; ferrous shape memory alloys; prestress; recovery stress; relaxation; thermomechanical behavior; fatigue; active materials; low-cost SMAs; civil engineering applications; n/a