摘要
根据框架弯矩调幅原理,提出了竖向荷载下钢筋混凝土框架梁端弯矩调幅的统一方法。
Based on the principle of the bending moment modulation,a unified method of the bending moment modulation of R.C. frame beam end under vertical load is put forward.This method has a certain directive function for either education or a design of an actual project.
出处
《工业建筑》
CSCD
北大核心
2000年第3期65-66,34,共3页
Industrial Construction