摘要
至今为止,钢筋混凝土构件斜截面受剪承载力的计算仍缺乏完善的理论。本文对比分析了中美欧规范中斜截面受剪承载力设计公式的特点。通过比较得出,中国规范受剪承载力的计算仍存在一些不足,需要进一步的完善。
So far, calculation of shear capacity of oblique section of RC beams is still lack of perfect theory. In this paper the characteristics of the design formula about oblique section shear capacity of China US and EU standard comparatively analysed. It is indicated that there are some unreasonable problems for shear strength calculation in Chinese code, and the modification should be further adopted.
出处
《低温建筑技术》
2011年第8期58-60,共3页
Low Temperature Architecture Technology
关键词
钢筋混凝土
斜截面
受剪承载力
reinforced concrete beam
oblique section
shear capacity
