摘要
结合砖混结构外加阳台改造工程实例,介绍了砌体结构与薄壁剪力墙结构共同工作的抗震设计计算方法.并就不同结构改造方案的力学特点进行了对比分析.
The seismic calculation method of thin section concrete shear wall structures, with the reality engineering practice, has been provide in this paper. This one can be used the masonry building enlargement or rebuilding construction. At the same time, the mechanical character difference between the frame and shear wall have been discussed.
出处
《建筑技术开发》
2005年第9期18-19,86,共3页
Building Technology Development
关键词
工程扩建
砖混结构
混凝土剪力墙结构
框架结构
Enlargement engineering
Masonry structures
Shear wall structure
Frame structure
