摘要
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.
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.
出处
《建筑结构》
CSCD
北大核心
1998年第6期56-59,共4页
Building Structure
关键词
砌体
砂浆
弹性模量
稳定系数
砖石
钢筋砖石
masonry
mortar
strength
elasticity modulus
stability factor
ultimate strain
