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Palabras clave – provistas por la editorial

recycled aggregate concrete; block masonry; compressive strength; carbon emission; stress–strain curves; outrigger wall; multiple openings; deep beam; stiffness; shear strength; tall building; inverted multi tee; prestressed concrete; precast concrete; structural performance; flexural analysis; self-compacting concrete; non-destructive test methods; ultrasonic pulse velocity test; surface hardness test; pull-out test; maturity test; within-test variability; normal vibrated concrete; concrete structures; beams & girders; torsion; high-strength concrete; prestressing; traditional slabs; ceramic-reinforced slabs; shear response; cyclic loading; natural fiber-reinforced polymers; NFRP; computational design; tailored fiber placement; coreless filament winding; rapid prototyping; industry 4.0; lightweight structure; Geopolymer; Alkali activated; tensile strength; deformability; experimental study; analytical model; reinforced concrete; beams; fly ash alkali activated; bending; thin-walled I-section; continuous beam; local buckling; longitudinal stress variation; design ultimate resistance of the cross-section; Rudolf Steiner; anthroposophy; architecture; Goetheanum; double-steel-concrete composite shear walls; axial and bending capacity; failure characteristic; n/a