With the results of the multi-ribbed wall tests and finite element analysis, the shear capacity formulas of a oblique section based on ultimate balance theory are given.
并在试验结果与有限元模拟的基础上，依据极限平衡理论，建立起来复合墙体的斜截面抗剪极限承载力公式。
2
Taking account of the strength softening effect of slippage, the beginning sectionof lateral shear curve is an ascending curve.
分析认为，由于孔壁界面滑移的软化效应，侧阻力曲线始端变为上升曲线。
3
A method to calculate the section curvature ductility index of high strength concrete shear wall is induced by using stress-strain relationship of rectangle stirrup and plane section assumption.