摘要
分析比较了钢筋混凝土受弯构件正截面抗弯强度和斜截面抗剪强度按新。
In this paper,analysis of the designs of bend strength of a normal section and shear strength of a skew section according to the new code and the old one for the flexural member was done.And the difference between them was also analyzed.
出处
《工业建筑》
CSCD
北大核心
2003年第8期56-58,共3页
Industrial Construction
