摘要
结合我国混凝土结构设计规范修订的需要 ,较详细地分析了钢筋混凝土深受弯构件剪切破坏的特点及影响受剪承载力的主要因素 ,提出了可衔接深梁和浅梁的钢筋混凝土深受弯构件的受剪承载力计算公式 ,为修订。
In this paper,the behavior and the main factors affecting shear capacity of reinforced concrete deep flexural members are discussed in detail,the calculating formulas for shear capacity and the design suggestion of reinforced concrete deep flexural members are also given,and this may serve the reference for revision of P.R.C. Design Code.
出处
《郑州工业大学学报》
2000年第3期11-14,共4页
Journal of Zhengzhou University of Technology
基金
国家自然科学基金! (5 94780 2 2 )
河南省自然科学基金!(9840 430 0 0 )
