摘要
本文在12根有腹筋钢筋混凝土简支梁受集中荷载作用下的试验研究基础上,应用极限平衡原理的方法推导了钢筋混凝土双向受弯构件抗剪强度的计算式,计算结果与试验实测结果符合良好。
In this paper, on the base of the investigation of 12 reinforced concrete beams with web reinforcement subjected to point load, a method for calculating the shear strength of reinforced concrete beams under biaxial bending was carried out by using ultimate equilibrium approach. The teoretical calculation agreed well with the test results.
出处
《南昌大学学报（工科版）》
CAS
1993年第3期19-26,共8页
Journal of Nanchang University(Engineering & Technology)
