摘要
针对高位转换框支剪力墙结构进行抗震性能设计,主要讨论转化层位置的变化对结构影响以及高位转换层结构各层刚度的合理布局,并建立高位转换框支剪力墙结构模型,利用MIDAS结构分析软件进行整体内力位移计算,通过SPSS数据分析软件对MIDAS所得数据进行后处理得出数据间的相关性。
The seismic performance design of high-transfer frame-supported shear wall structure is conducted.The influence of the position change of conversion layer on structure and reasonable layout of the stiffness of each storey of high-transfer storey structure are mainly discussed.Moreover,a high-transfer frame-supported shear wall structure is established.The overall internal force and displacement is calculated by MIDAS structure analysis software.Data correlation is obtained by processing of MIDAS data from SPSS data analysis software.
引文
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