#7880. Seismic behavior of superimposed reinforced concrete shear walls with X-shaped steel plate bracings under different axial load ratios

October 2026publication date
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Journal’s subject area:
Architecture;
Building and Construction;
Civil and Structural Engineering;
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Abstract:
In order to improve the seismic performance of traditional superimposed reinforced concrete shear walls, a kind of superimposed reinforced concrete shear wall with X-shaped steel plate bracings (labeled as SRCXSW) was proposed in this paper. And seismic behaviors of three 1/2-scale shear walls including two SRCXSWs with different axial load ratios (ALRs) and one cast-in-place reinforced concrete shear wall with X-shaped steel plate bracings (labeled as CRCXSW) were investigated by the quasi-static loading test.
Keywords:
axial load ratio; finite element analysis; strut-and-tie model; superimposed reinforced concrete shear wall; the quasi-static loading test; X-shaped steel plate bracings

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