摘要
对转换大梁与深梁的应力分布规律以及工作特点作了分析比较,结合规范中的基本模式,建立了框支剪力墙(实腹,开洞)的简便的正截面承载力计算公式,对实际工程中转换大梁的设计有一定的实践意义。
By comparing stress distribution law and working characteritic of transfer beam with deep beam, quoting basic mode of section design and formula for calculating the bearing capacity, set up a simple formula for calculating the bearing capacity of transfer beam. The comparion and analysis have practical meaning to design of transfer beam in practical engineering.
出处
《山西建筑》
2005年第15期3-4,共2页
Shanxi Architecture
关键词
框支转换梁
深梁
应力分布
正截面承载力
transfer beam, deep beam, stress distribution, the bearing capacity
