supported by the National Key Research and Development Program of China(Grant No.2016YFC0701703);the Fundamental Research Funds for the Central Universities;Project Supported by the Research and Innovation Program for Graduate Students in Jiangsu(Grant No.KYLX16_0257);A Project Funded by the Priority Academic Program Development of Jiangsu Higher Education Institutions(Grant No.CE02-2-47)
The seismic performance of precast reinforced concrete (RC) coupled shear walls is significantly influenced by coupling beams and the beam-to-wall joints during large deformations into plastic ranges. This study inv...