摘要
本文提出一个适当的计算机程序来确定框架—剪力墙结构剪力墙的最优刚度,从而决定剪力墙构件断面尺寸和配置钢筋,把建筑物的设计烈度,地基场地土性质、材料性能、结构使用条件和几何条件输入计算机就能直接进行剪力墙构件设计。
Tnis paper presents an appropriate program for determining the optimum stiffness of shear wall in a frame-shear wall system. The dimension of cross section of shear wall member and the disposition of reinforcement cab be determined thereby, and the entire process of design will be automated. As soon as the relevaut data including the design earthquake intensity, site soil condition, material properties, servise condition and geometricel condition, of the construction are input computer, the shear wall design will be carried out directly by the computer.
出处
《华侨大学学报(自然科学版)》
CAS
1990年第2期154-157,共4页
Journal of Huaqiao University(Natural Science)
关键词
框架
剪力墙
CAD
抗震
高层建筑
frame-shear wall, optimization, computer aided design