摘要
以桁架—拱模型为基础,综合运用极限平衡原理和协调压力场理论,推导了用CFRP进行抗剪加固的钢筋混凝土约束梁的计算公式。
On the basis of truss-strut model and with the combination of the compatibility compression-field theory and ultimate balance principia,the formula of shear strengthing of restrained beams with external CFRP is derived.
出处
《四川建筑科学研究》
2003年第4期25-26,30,共3页
Sichuan Building Science
