摘要
本文分析了框架梁柱剪切变形、柱和抗震墙轴向变形、框架梁柱刚度等因素对高层建筑框架—抗震墙结构抗震墙最优刚度的影响。并通过抗震墙优化设计算例,比较了准则法和规划法在研究抗震墙最优设计中的异同及对优化结果的影响。
In this paper,the effect of some important factors,such as axial and shearing deformation,stiff ness of column and beam of rigid frame,ect.are analyzed.It relates to the results of optimum stiff ness of shear wall for shear wall-rigid frame structure.According to the comparison of the criterion and the programming methods,by means of examples of optimization design of shear wall,the differ ent optimum design results have been found.
出处
《海南大学学报（自然科学版）》
CAS
1992年第2期24-32,共9页
Natural Science Journal of Hainan University
关键词
抗震墙
高层建筑
最优配置
shear wall—rigid frame structure
optimization design of structure
