摘要
从斜压破坏、剪压破坏等方面分析了受弯构件斜截面破坏的形态 ,提出了对受弯构件斜截面承载力的计算公式 ,并阐述了两种斜截面承载力计算步骤 ,经比较得出各自的特点。
The breaking shapes of oblique section of members in bending are analyzed from failure by inclined pressure or by shear. Two formulas are obtained for oblique section's bearing capacity calculation and through comparative analysis respective features are summarized for them.
出处
《山西建筑》
2003年第14期20-21,共2页
Shanxi Architecture