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Palabras clave – provistas por la editorial

shear dampers; steel tube dampers; low cycle cyclic load; mechanical properties; energy dissipation capacity; data analysis; artificial neural network (ANN); chemical composition of welds; data augmentation technique; bolted ball-cylinder joints; FE analysis; elevated temperature; parametric study; design methods; steel plate wall; diagonal stiffener; torsional stiffness; elastic buckling; threshold stiffness; digital twin; Dijkstra algorithm; prestressed steel structure; material allocation; intelligent planning; construction management; random forest; influencing factors; intelligent analysis; offshore structure; falling object collision; similarity law; scaled test; finite element analysis; fracture performance; SBHS500; SM570; SM490; high strength steel; notch; reliability analysis; ship local structure; probabilistic simulation; Kriging model; Bayesian data fusion; L-shaped column; recycled aggregate concrete; concrete-filled steel tube; eccentric compression; finite element model; suspender; steel arch bridge; fatigue life; overloaded rate; finite element; corrugated steel plate shear wall; damage state; repair state; fragility function; probabilistic assessment; partially connected steel plate shear wall; shear strength; connectivity ratio; finite element method; design formula; pipe-in-pipe system; global buckling; the sleeper-distributed buoyancy method; active control; pipeline design; orthotropic steel deck; crack propagation; fatigue performance; arch structure; stability behavior; spatial grid arch structure; stability analysis; initial imperfections; nonlinear factors; ultimate load-carrying capacity; structural steel; elevated temperatures; cooling-down method; cyclic performance; skeleton curve; n/a; ductile crack; high-strength steel; low-stress triaxiality; modified N-VG model