摘要
通过计算,探讨了无配筋型钢混凝土柱正截面承载力的设计方法。
Through the calculation the article studies the calculating bending strength of steel reinforced light weight concrete columniation with no reinforced bar.
出处
《科学之友》
2007年第02B期5-6,共2页
Friend of Science Amateurs
关键词
轻骨料型钢混凝土柱
正截面承载力
无受力配筋
steel reinforced light weight concrete columniation
calculating bending strength
no reinforced bar
