根据试验数据提出了存在斜裂缝钢筋混凝土梁的抗剪强度折减系数的计算公式。
The formula of reduced shear strength coefficient of RC beams with inclined cracks is put forward to according to the test data.
多功能混凝土空心砌块的抗压、抗折强度较大，使得多功能混凝土空心砌块砌体抗压强度、抗剪强度和平面外偏心承载力较高。
Because compression and bending strength of multi-function concrete hollow block is strong, its masonry compression strength, shearing strength and eccentric of out of the plane is much higher.
同时本文作者提出了双向受剪承载力的三折线简化计算方法，对简化计算方法的误差进行了分析。
On this basis, the simplified tri linear analytical method to determine bi directional shearing capacity is presented afterwards and the error of this method is given.
应用推荐