在讲座配筋砌块砌体剪力墙的延性时,使用的都是材料的标准强度值。实际上钢材有超强问题,砌块砌体在受约束后也会提高其抗压强度和极限变形能力,这是两个在延性设计时必须考虑的因素。也就是说,对以往进行配筋砌块砌体延性计算时,所得的数值需要进行修正。 When discussing the ductility of a reinforced block masonry shear wall, the standard strength values ​​of the material are used. In fact the steel has the super problem that the masonry block will also increase its compressive strength and ultimate deformation capacity after being restrained, which are the two factors that must be considered in the ductile design. That is to say, the numerical values ​​obtained in the past for the calculation of ductility of reinforced block masonry need to be corrected.