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SYNOPSIS A new version of steel and reinforced concrete (SRC) structural system is proposed. It consists of H-shaped high strength steel, concrete and hoop reinforcement. Longitudinal reinforcement is not used. Experiments were carried out to study the restor­ ing force characteristics of the proposed SRC, with emphasis on the effects of hoop reinforcement. Hoop reinforcement im­ proved the compressive behaviour of the concrete and protected the H-shaped steel from local buckling. The proposed SRC system showed a large energy dissipating capacity as well as a large deformation capacity.

Effects of hoop reinforcement in steel and reinforced concrete composite sections