4.7 Article

Seismic performance of semi-precast high-strength recycled aggregate concrete columns with high-strength reinforcement

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Shear-flexure interaction in RAC columns under simulated seismic actions

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Summary: This paper experimentally investigated the shear-flexure interaction on seismic performance of reinforced concrete columns constructed with recycled aggregate concrete, finding that shear deformations have a detrimental effect on seismic performance of columns. However, columns made of natural or recycled aggregate concrete exhibited similar seismic performances under different interactions of shear and flexure, with reduced deformation capability observed when the ratio of transverse reinforcement is decreased. The study also discussed the possibility of reducing the required ratio of minimum transverse reinforcement per technical documents for columns located in low to moderate seismicity regions.

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