Effects of edge beams on mechanic behavior under lateral load in reinforced concrete hollow slab-column structure

Abstract

In order to get the formulae for calculating the equivalent frame width coefficient of reinforced concrete hollow slab-column structures with edge beam, the finite element structural program was used in the elastic analysis of reinforced concrete hollow slab-column structure with different dimensions to study internal relationship between effective beam width and the frame dimensions. In addition, the formulas for calculating the increasing coefficient of edge beam were also obtained.

Keywords

reinforced concrete / hollow slab-column structure / edge beam / equivalent frame / width coefficient / increasing coefficient

References

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