Axial compressive behaviour of double steel-concrete shear wall constrained with ribs and bars

作     者：ZHENG Xinzhi ZHENG Shuang SUN Yutao 

作者机构：Ecological Architecture and Environment Construction Henan Province Engineering Laboratory Henan Polytechnic University Jiaozuo 454000 Henan China College of Civil Engineering Henan Polytechnic University Jiaozuo 454000 Henan China Guangdong Tianwei Construction Co. LTD Guangzhou 510310 Guangdong China School of Civil Engineering Tsinghua University Beijing 100004 Beijing China Department of Architectural Engineering Tianjin University Renai College Tianjin 301636 Tianjin China Shanyang District Housing and Urban-Rural Development Bureau Jiaozuo 454150 Henan China 

出 版 物：《IOP Conference Series: Earth and Environmental Science》 

年 卷 期：2021年第643卷第1期

摘      要：The double steel-concrete shear wall combines the advantages of steel and concrete effectively, with high bearing capacity, good plasticity, superior seismic and fire resistance performance, saving materials and simple construction, and has obvious advantages in the application of high-rise buildings, especially super high-rise buildings. Research on axial compressive behavior of double steel-concrete shear wall constrained with ribs and bars is less. In this paper, the constitutive relation of double steel-concrete column with ribs and bars is used to change the relevant parameters and program to analyze the influence of ribs and bars on the axial compression performance of double steel-concrete shear wall.