丁大钧
    （东南大学 南京 210018）

[提要]  根据砌体轴心受压时弹性模量与稳定系数规定的一致性，提出一些看法并进行讨论。
[关键词]  砌体 砂浆 强度 弹性模量 稳定系数 极限应变

According to the consistence of the stipulations in elasticity moduli of masonry under uniaxial compression and stability factors, the author puts forward some opinions and conducts corresponding discussions.
Keywords: masonry; mortar, strength; elasticity modulus; stability factor; ultimate strain