摘要
本文针对目前在砖墙结构中常采用构造柱和圈梁而形成的一种共同受力结构提出了一种力学概念明确的力学模型，并对本文导出的公式和现有基于试验总结出的经验公式进行比较（１），结果表明，用两种方法计统的结果具有较好的一致性。
In this paper the mechanical model has been presented for a common bearing structure formed by brick wall installed concrete columns and ring beam. The results calculated by the formula in this paper and by the experience formula based on test have been compared, and the results calculated by two ways have been proved that they are a close approximation.
出处
《工业建筑》
CSCD
北大核心
1996年第1期35-38,共4页
Industrial Construction
关键词
组合砖墙
垂直载荷
力学模型
Composite Brick wall
Mechanical Mode
Bearing force
