摘要
Abstract
In order to improve the seismic performance of rural low-rise building structures,based on a low-rise building project,the double-sided superimposed shear wall structure system was adopted to optimize the design of the structural node parts.The natural vibration frequen-cies of different double-sided superimposed shear wall structures were tested to verify the feasibility of the optimized structure scheme.Through the seismic test simulation,the average value of the maximum base shear of the model with outer blade is 18.22 kN,which indicates that the structure has good seismic performance.关键词
低层建筑/双面叠合剪力墙/抗震设计Key words
Low-rise building/Double-sided superimposed shear wall/Seismic design分类
建筑与水利
